Belmont City Council
February 11, 2025

357
Defect Code Default Score Type Description Rehab. Method Alternative Method Clock Pos.

Grade 1
Clock Pos.

Grade 2
Clock Pos.

Grade 3
Clock Pos.

Grade 4
Value %
Grade1
Value %
Grade2
Value %
Grade3
Value %
Grade4
Alter.

Rehab.

Cutoff
ACB 0 CONSTRUCTION Catch Basin 0 0 0 0 0 0 0 0 0
ACOH 0 CONSTRUCTION Cleanout House 0 0 0 0 0 0 0 0 0
ACOM 0 CONSTRUCTION Cleanout Mainline 0 0 0 0 0 0 0 0 0 ACOP 0 CONSTRUCTION Cleanout Property line 0 0 0 0 0 0 0 0 0 ADP 0 CONSTRUCTION Discharge Point 0 0 0 0 0 0 0 0 0
AEP 0 CONSTRUCTION End of Pipe 0 0 0 0 0 0 0 0 0
AJB 0 CONSTRUCTION Junction Box 0 0 0 0 0 0 0 0 0
AM 0 CONSTRUCTION Meter 0 0 0 0 0 0 0 0 0
AMH 0 CONSTRUCTION Manhole 0 0 0 0 0 0 0 0 0
AOC 0 CONSTRUCTION Special Chamber 0 0 0 0 0 0 0 0 0
ATC 0 CONSTRUCTION Tee Connection 0 0 0 0 0 0 0 0 0
AWA 0 CONSTRUCTION Wastewater Access Device 0 0 0 0 0 0 0 0 0 AWW 0 CONSTRUCTION Wet Well 0 0 0 0 0 0 0 0 0
B 4 STRUCTURAL Broken POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 BSV 5 STRUCTURAL Broken Soil Visible POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 BVV 5 STRUCTURAL Broken Void Visible POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 CC 1 STRUCTURAL Crack Circumferential 0 0 0 0 0 0 0 0 0 CH2 2 STRUCTURAL Crack Longitudinal Hinge, 2 0 0 0 0 0 0 0 0 0 CH3 3 STRUCTURAL Crack Longitudinal Hinge, 3 LINING LINING 0 0 0 0 0 0 0 0 0 CH4 4 STRUCTURAL Crack Longitudinal Hinge, 4 LINING LINING 0 0 0 0 0 0 0 0 0 CL 2 STRUCTURAL Crack Longitudinal 0 0 0 0 0 0 0 0 0
CM 3 STRUCTURAL Crack Multiple LINING LINING 0 0 0 0 0 0 0 0 0 CS 2 STRUCTURAL Crack Spiral 0 0 0 0 0 0 0 0 0
DAE 2 SERVICE Deposits Attached Encrustation CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DAGS 2 SERVICE Deposits Attached Grease CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DAR 2 SERVICE Deposits Attached Ragging CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DAZ 2 SERVICE Deposits Attached Other CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DB 3 STRUCTURAL Displaced Brick POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 DFBI 5 STRUCTURAL Deformed Flexible Bulging Inverse Curvature POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 DFBR 3 STRUCTURAL Deformed Flexible Bulging Round POINT REPAIR POINT REPAIR 0 0 0 0 0 0 5 10 0 DFC 5 STRUCTURAL Deformed Flexible Bulging Creasing POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 DFE 3 STRUCTURAL Deformed Flexible Elliptical POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 DI 5 STRUCTURAL Dropped Invert POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 DNF 2 SERVICE Deposits Ingressed Fine CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DNGV 2 SERVICE Deposits Ingressed Gravel CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DNZ 2 SERVICE Deposits Ingressed Other CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DR 4 STRUCTURAL Deformed Rigid POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 5 0 DSC 2 SERVICE Deposits Settled Compacted CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DSF 2 SERVICE Deposits Settled Fine CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DSGV 2 SERVICE Deposits Settled Gravel CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DSZ 2 SERVICE Deposits Settled Other CLEANING CLEANING 0 0 0 0 0 10 20 30 0 DTBI 5 STRUCTURAL Deformed Brick Bulging Inverse Curvature POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 DTBR 4 STRUCTURAL Deformed Brick Bulging Round POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 5 0 FC 2 STRUCTURAL Fracture Circumferential 0 0 0 0 0 0 0 0 0 FH2 3 STRUCTURAL Fracture Longitudinal Hinge, 2 POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 FH3 4 STRUCTURAL Fracture Longitudinal Hinge, 3 POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 FH4 4 STRUCTURAL Fracture Longitudinal Hinge, 4 POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 FL 3 STRUCTURAL Fracture Longitudinal POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 FM 4 STRUCTURAL Fracture Multiple POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 FS 3 STRUCTURAL Fracture Spiral POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 GRT 0 SERVICE Grout at a Location 0 0 0 0 0 0 0 0 0
GTFJ 0 SERVICE Grout Test Fail Joint 0 0 0 0 0 0 0 0 0
GTFL 0 SERVICE Grout Test Fail Lateral 0 0 0 0 0 0 0 0 0 GTPJ 0 SERVICE Grout Test Pass Joint 0 0 0 0 0 0 0 0 0
GTPL 0 SERVICE Grout Test Pass Lateral 0 0 0 0 0 0 0 0 0 GTUJ 0 SERVICE Grout Test Unable to Test Joint 0 0 0 0 0 0 0 0 0 GTUL 0 SERVICE Grout Test Unable to Test Lateral 0 0 0 0 0 0 0 0 0 H 5 STRUCTURAL Hole POINT REPAIR POINT REPAIR 0 0 0 1 0 0 0 0 0 HSV 5 STRUCTURAL Hole Soil Visible POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 HVV 5 STRUCTURAL Hole Void Visible POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 Appendix H. Defect Codes and Assigned Rehabilitation Actions 358
Defect Code Default Score Type Description Rehab. Method Alternative Method Clock Pos.

Grade 1
Clock Pos.

Grade 2
Clock Pos.

Grade 3
Clock Pos.

Grade 4
Value %
Grade1
Value %
Grade2
Value %
Grade3
Value %
Grade4
Alter.

Rehab.

Cutoff
Appendix H. Defect Codes and Assigned Rehabilitation Actions ID 3 SERVICE Infil Dripper LINING LINING 0 0 0 0 0 0 0 0 0 IDB 3 SERVICE Infiltration Dripper Barrel LINING LINING 0 0 0 0 0 0 0 0 0 IDC 3 SERVICE Infiltration Dripper Connection LINING LINING 0 0 0 0 0 0 0 0 0 IDJ 3 SERVICE Infiltration Dripper Joint LINING LINING 0 0 0 0 0 0 0 0 0 IDL 3 SERVICE Infiltration Dripper Lateral LINING LINING 0 0 0 0 0 0 0 0 0 IG 5 SERVICE Infil Gusher LINING LINING 0 0 0 0 0 0 0 0 0 IGB 5 SERVICE Infiltration Gusher Barrel LINING LINING 0 0 0 0 0 0 0 0 0 IGC 5 SERVICE Infiltration Gusher Connection LINING LINING 0 0 0 0 0 0 0 0 0 IGJ 5 SERVICE Infiltration Gusher Joint LINING LINING 0 0 0 0 0 0 0 0 0 IGL 5 SERVICE Infiltration Gusher Lateral LINING LINING 0 0 0 0 0 0 0 0 0 IR 4 SERVICE Infil Runner LINING LINING 0 0 0 0 0 0 0 0 0 IRB 4 SERVICE Infiltration Runner Barrel LINING LINING 0 0 0 0 0 0 0 0 0 IRC 4 SERVICE Infiltration Runner Connection LINING LINING 0 0 0 0 0 0 0 0 0 IRJ 4 SERVICE Infiltration Runner Joint LINING LINING 0 0 0 0 0 0 0 0 0 IRL 4 SERVICE Infiltration Runner Lateral LINING LINING 0 0 0 0 0 0 0 0 0 IS 1 SERVICE Infil Stain 0 0 0 0 0 0 0 0 0
ISB 1 SERVICE Infiltration Stain Barrel 0 0 0 0 0 0 0 0 0 ISC 1 SERVICE Infiltration Stain Connection 0 0 0 0 0 0 0 0 0 ISGT 2 CONSTRUCTION Intruding Sealing Material Grout 0 0 0 0 0 10 20 30 0 ISJ 1 SERVICE Infiltration Stain Joint 0 0 0 0 0 0 0 0 0 ISL 1 SERVICE Infiltration Stain Lateral 0 0 0 0 0 0 0 0 0 ISSR 2 CONSTRUCTION Intruding Sealing Material Sealing Ring 0 0 0 0 0 10 20 30 0 ISSRB 2 CONSTRUCTION Intruding Sealing Material Sealing Ring Broken 0 0 0 0 0 10 20 30 0 ISSRH 2 CONSTRUCTION Intruding Sealing Material Sealing Ring Hanging 0 0 0 0 0 10 20 30 0 ISSRL 2 CONSTRUCTION Intruding Sealing Material Sealing Ring Loose/Poorly Fitting 0 0 0 0 0 10 20 30 0 ISZ 2 CONSTRUCTION Intruding Sealing Material Other 0 0 0 0 0 10 20 30 0 IW 2 SERVICE Infil Weeper 0 0 0 0 0 0 0 0 0
IWB 2 SERVICE Infiltration Weeper Barrel 0 0 0 0 0 0 0 0 0 IWC 2 SERVICE Infiltration Weeper Connection 0 0 0 0 0 0 0 0 0 IWJ 2 SERVICE Infiltration Weeper Joint 0 0 0 0 0 0 0 0 0 IWL 2 SERVICE Infiltration Weeper Lateral 0 0 0 0 0 0 0 0 0 JAL 4 STRUCTURAL Joint Angular Large 0 0 0 0 0 0 0 0 0
JAM 3 STRUCTURAL Joint Angular Medium 0 0 0 0 0 0 0 0 0 JAS 0 STRUCTURAL Joint Angular Small 0 0 0 0 0 0 0 0 0
JOL 4 STRUCTURAL Joint Offset Large POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 JOLD 4 STRUCTURAL Joint Offset Large Defective POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 JOM 3 STRUCTURAL Joint Offset Medium POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 JOMD 3 STRUCTURAL Joint Offset Medium Defective POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 JOS 0 STRUCTURAL Joint Offset Small 0 0 0 0 0 0 0 0 0
JOSD 0 STRUCTURAL Joint Offset Small Defective 0 0 0 0 0 0 0 0 0 JSL 4 STRUCTURAL Joint Separated Large POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 JSM 3 STRUCTURAL Joint Separated Medium POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 JSS 0 STRUCTURAL Joint Seprated Small 0 0 0 0 0 0 0 0 0 LD 1 CONSTRUCTION Line Down 0 0 0 0 10 20 20 100 0
LFAC 0 STRUCTURAL Lining Feature Abandoned Connection 0 0 0 0 0 0 0 0 0 LFAS 3 STRUCTURAL Lining Feature Annular Space POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFB 3 STRUCTURAL Lining Feature Blistered POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFCS 3 STRUCTURAL Lining Feature Service Cut Shifted POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFD 3 STRUCTURAL Lining Feature Detached POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFDC 3 STRUCTURAL Lining Feature Discoloration POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFDE 3 STRUCTURAL Lining Feature Defective End POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFDL 3 STRUCTURAL Lining Feature Delaminating POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFOC 3 STRUCTURAL Lining Feature Overcut Service POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFRS 3 STRUCTURAL Lining Failure Resin slug POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFUC 3 STRUCTURAL Lining Feature Undercut Service POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFW 3 STRUCTURAL Lining Feature Wrinkled POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 LFZ 0 STRUCTURAL Lining Feature Other 0 0 0 0 0 0 0 0 0 LL 1 CONSTRUCTION Line Left 0 0 0 0 10 20 20 100 0
LLD 1 CONSTRUCTION Line Left Down 0 0 0 0 10 20 20 100 0 LLU 1 CONSTRUCTION Ling Left Up 0 0 0 0 10 20 20 100 0
359
Defect Code Default Score Type Description Rehab. Method Alternative Method Clock Pos.

Grade 1
Clock Pos.

Grade 2
Clock Pos.

Grade 3
Clock Pos.

Grade 4
Value %
Grade1
Value %
Grade2
Value %
Grade3
Value %
Grade4
Alter.

Rehab.

Cutoff
Appendix H. Defect Codes and Assigned Rehabilitation Actions LR 1 CONSTRUCTION Line Right 0 0 0 0 10 20 20 100 0
LRD 1 CONSTRUCTION Line Right Down 0 0 0 0 10 20 20 100 0 LRU 1 CONSTRUCTION Line Right Up 0 0 0 0 10 20 20 100 0 LU 1 CONSTRUCTION Line Up 0 0 0 0 10 20 20 100 0
MB 4 STRUCTURAL Missing Brick POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 MCU 4 MISCELLANEOUS Miscellaneous Camera Underwater 0 0 0 0 0 0 0 0 0 MGO 0 MISCELLANEOUS Miscellaneous General Observation 0 0 0 0 0 0 0 0 0 MGP 0 MISCELLANEOUS Miscellaneous General Photograph 0 0 0 0 0 0 0 0 0 MJL 0 MISCELLANEOUS Miscellaneous Pipe Joint Length Change 0 0 0 0 0 0 0 0 0 MLC 0 MISCELLANEOUS Miscellaneous Lining Change 0 0 0 0 0 0 0 0 0 MMC 0 MISCELLANEOUS Miscellaneous Material Change 0 0 0 0 0 0 0 0 0 MML 3 STRUCTURAL Missing Mortar Large POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 MMM 3 STRUCTURAL Missing Mortar Medium 0 0 0 0 0 0 0 0 0 MMS 2 STRUCTURAL Missing Mortar Small 0 0 0 0 0 0 0 0 0 MSA 0 MISCELLANEOUS Miscellaneous Survey Abandoned 0 0 0 0 0 0 0 0 0 MSC 0 MISCELLANEOUS Miscellaneous Shape/Size Change 0 0 0 0 0 0 0 0 0 MWL 0 MISCELLANEOUS Miscellaneous Water Level 0 0 0 0 0 0 0 0 0 MWLS 2 MISCELLANEOUS Miscellaneous Water Level Sag POINT REPAIR POINT REPAIR 0 0 0 0 0 30 50 75 30 MWM 0 MISCELLANEOUS Miscellaneous Water Mark 0 0 0 0 0 0 0 0 0 MYN 0 MISCELLANEOUS Miscellaneous Dye Test Not Visible 0 0 0 0 0 0 0 0 0 MYV 0 MISCELLANEOUS Miscellaneous Dye Test Visible 0 0 0 0 0 0 0 0 0 OBB 2 SERVICE Obstruction Brick or Masonry CLEANING CLEANING 0 0 0 0 0 10 20 30 0 OBC 2 SERVICE Obstruction Through Connection CLEANING CLEANING 0 0 0 0 0 10 20 30 0 OBI 5 SERVICE Obstruction Intruding Through Wall POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 OBJ 2 SERVICE Obstruction Wedged In The Joint POINT REPAIR POINT REPAIR 0 0 0 0 0 10 20 30 0 OBM 2 SERVICE Obstruction Pipe Material in Invert CLEANING CLEANING 0 0 0 0 0 10 20 30 0 OBN 2 SERVICE Obstruction Construction Debris CLEANING CLEANING 0 0 0 0 0 10 20 30 0 OBP 2 SERVICE Obstruction External Pipe or Cable CLEANING CLEANING 0 0 0 0 0 10 20 30 0 OBR 2 SERVICE Obstruction Rocks CLEANING CLEANING 0 0 0 0 0 10 20 30 0 OBS 2 SERVICE Obstruction Built Into Structure POINT REPAIR POINT REPAIR 0 0 0 0 0 10 20 30 0 OBZ 2 SERVICE Obstruction Other CLEANING CLEANING 0 0 0 0 0 10 20 30 0 RBB 5 SERVICE Roots Ball Barrel ROOT CONTROL ROOT CONTROL 0 0 0 0 0 0 0 0 0 RBC 4 SERVICE Roots Ball Connection ROOT CONTROL ROOT CONTROL 0 0 0 0 0 0 0 0 0 RBJ 4 SERVICE Roots Ball Joint ROOT CONTROL ROOT CONTROL 0 0 0 0 0 0 0 0 0 RBL 4 SERVICE Roots Ball Lateral ROOT CONTROL ROOT CONTROL 0 0 0 0 0 0 0 0 0 RFB 2 SERVICE Roots Fine Barrel CLEANING CLEANING 0 0 0 0 0 0 0 0 0 RFC 1 SERVICE Roots Fine Connection 0 0 0 0 0 0 0 0 0
RFJ 1 SERVICE Roots Fine Joint 0 0 0 0 0 0 0 0 0
RFL 1 SERVICE Roots Fine Lateral 0 0 0 0 0 0 0 0 0
RMB 4 SERVICE Roots Medium Barrel ROOT CONTROL ROOT CONTROL 0 0 0 0 0 0 0 0 0 RMC 3 SERVICE Roots Medium Connection CLEANING CLEANING 0 0 0 0 0 0 0 0 0 RMJ 3 SERVICE Roots Medium Joint CLEANING CLEANING 0 0 0 0 0 0 0 0 0 RML 3 SERVICE Roots Medium Lateral CLEANING CLEANING 0 0 0 0 0 0 0 0 0 RPL 0 STRUCTURAL Point Repair Liner 0 0 0 0 0 0 0 0 0
RPLD 4 STRUCTURAL Point Repaie Liner Defective POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 RPP 0 STRUCTURAL Point Repair Patch 0 0 0 0 0 0 0 0 0
RPPD 4 STRUCTURAL Point Repair Patch Patch Defective POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 RPR 0 STRUCTURAL Point Repair Replacement 0 0 0 0 0 0 0 0 0 RPRD 4 STRUCTURAL Point Repair Replacement Defective POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 RPZ 0 STRUCTURAL Point Repair Other 0 0 0 0 0 0 0 0 0
RPZD 0 STRUCTURAL Point Repair Other Defective 0 0 0 0 0 0 0 0 0 RTB 3 SERVICE Roots Tap Barrel CLEANING CLEANING 0 0 0 0 0 0 0 0 0 RTC 2 SERVICE Roots Tap Connection CLEANING CLEANING 0 0 0 0 0 0 0 0 0 RTJ 2 SERVICE Roots Tap Joint CLEANING CLEANING 0 0 0 0 0 0 0 0 0 RTL 2 SERVICE Roots Tap Lateral CLEANING CLEANING 0 0 0 0 0 0 0 0 0 SAM 4 STRUCTURAL Surface Damage Aggregate Missing LINING LINING 0 0 0 0 0 0 0 0 0 SAP 3 STRUCTURAL Surface Damage Aggregate Projecting LINING LINING 0 0 0 0 0 0 0 0 0 SAV 2 STRUCTURAL Surface Damage Aggregate Visible 0 0 0 0 0 0 0 0 0 SCP 3 STRUCTURAL Surface Corrosion Metal Pipe LINING LINING 0 0 0 0 0 0 0 0 0 SMW 5 STRUCTURAL Surface Damage Missing Wall LINING LINING 0 0 0 0 0 0 0 0 0 360
Defect Code Default Score Type Description Rehab. Method Alternative Method Clock Pos.

Grade 1
Clock Pos.

Grade 2
Clock Pos.

Grade 3
Clock Pos.

Grade 4
Value %
Grade1
Value %
Grade2
Value %
Grade3
Value %
Grade4
Alter.

Rehab.

Cutoff
Appendix H. Defect Codes and Assigned Rehabilitation Actions SRC 5 STRUCTURAL Surface Damage Reinforcement Cement LINING LINING 0 0 0 0 0 0 0 0 0 SRI 1 STRUCTURAL Surface Roughness Increased 0 0 0 0 0 0 0 0 0 SRP 5 STRUCTURAL Surface Reinforcement Projecting POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 SRV 4 STRUCTURAL Surface Damage Reinforcement Visible POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 SSC 1 STRUCTURAL Surface Spilling of Damage Coating 0 0 0 0 0 0 0 0 0 SSS 2 STRUCTURAL Surface Damage Surface Spalling 0 0 0 0 0 0 0 0 0 SZ 0 STRUCTURAL Surface Damage Other 0 0 0 0 0 0 0 0 0
TB 0 CONSTRUCTION Tap Break-in 0 0 0 0 0 0 0 0 0
TBA 0 CONSTRUCTION Tap Break-in Active 0 0 0 0 0 0 0 0 0 TBB 0 CONSTRUCTION Tap Break-in Abandoned 0 0 0 0 0 0 0 0 0 TBC 0 CONSTRUCTION Tap Break-in Capped 0 0 0 0 0 0 0 0 0 TBD 3 CONSTRUCTION Tap Break-in Defective 0 0 0 0 0 0 0 0 0 TBI 2 CONSTRUCTION Tap Break-in Intruding 0 0 0 0 0 10 20 30 0 TF 0 CONSTRUCTION Tap Factory 0 0 0 0 0 0 0 0 0
TFA 0 CONSTRUCTION Tap Factory Activity 0 0 0 0 0 0 0 0 0 TFB 0 CONSTRUCTION Tap Factory Abandoned 0 0 0 0 0 0 0 0 0 TFC 0 CONSTRUCTION Tap Factory Capped 0 0 0 0 0 0 0 0 0 TFD 3 CONSTRUCTION Tap Factory Defective 0 0 0 0 0 0 0 0 0 TFI 2 CONSTRUCTION Tap Factory Intruding 0 0 0 0 0 10 20 30 0 TR 0 CONSTRUCTION Tap Rehabilitated 0 0 0 0 0 0 0 0 0
TRA 0 CONSTRUCTION Tap Rehabilitated Activity 0 0 0 0 0 0 0 0 0 TRB 0 CONSTRUCTION Tap Rehabilitated Abandoned 0 0 0 0 0 0 0 0 0 TRC 0 CONSTRUCTION Tap Rehabilitated Capped 0 0 0 0 0 0 0 0 0 TRD 3 CONSTRUCTION Tap Rehabilitated Defective 0 0 0 0 0 0 0 0 0 TRI 2 CONSTRUCTION Tap Rehabilitated Intruding 0 0 0 0 0 10 20 30 0 TS 0 CONSTRUCTION Tap Saddle 0 0 0 0 0 0 0 0 0
TSA 0 CONSTRUCTION Tap Saddle Activity 0 0 0 0 0 0 0 0 0 TSB 0 CONSTRUCTION Tap Saddle Abandoned 0 0 0 0 0 0 0 0 0 TSC 0 CONSTRUCTION Tap Saddle Capped 0 0 0 0 0 0 0 0 0
TSD 3 CONSTRUCTION Tap Saddle Defective 0 0 0 0 0 0 0 0 0 TSI 2 CONSTRUCTION Tap Saddle Intruding 0 0 0 0 0 10 20 30 0 VC 1 SERVICE Vermin Cockroach 0 0 0 0 0 0 0 0 0
VR 2 SERVICE Vermin Rat 0 0 0 0 0 0 0 0 0
VZ 1 SERVICE Vermin Other 0 0 0 0 0 0 0 0 0
WFC 2 STRUCTURAL Weld Feature Circumferential 0 0 0 0 0 0 0 0 0 WFL 2 STRUCTURAL Weld Feature Longitudinal 0 0 0 0 0 0 0 0 0 WFM 3 STRUCTURAL Weld Feature Multiple LINING LINING 0 0 0 0 0 0 0 0 0 WFS 2 STRUCTURAL Weld Feature Spiral 0 0 0 0 0 0 0 0 0
WFZ 0 STRUCTURAL Weld Feature Other 0 0 0 0 0 0 0 0 0
X 5 STRUCTURAL Collapse POINT REPAIR POINT REPAIR 0 0 0 0 0 0 0 0 0 361
Appendix I. LS and FM Condition Assessment Matrices

362
Condition Priority 2017 Recommendation Action Taken Notes Island Park 1
in OK condition, difficult access, historical
surcharge issue, corrosion on pipes, settling
issue of the control panel slab.
1C
- recommended to relocate the pump
- if not, install a flow meter, geotechnical investigation on settlement issue, redesign support system for control panel,add a mixer, add canopy, add safety grate, new access hatch, and replace generator.

1. regular maintenance (check pump
condition weekly), FOG problem

2. Smoke test planned in 2022 (FOG, I/I)

3. budgeted in near-term CIP

1. FOG problem (observed from Wetwell)

2. High I/I
Sport Complex 1
in OK condition, electric code violation of the
electrical system, no backup power, difficult
access of valves
2B
- redesign electrical system,
- add safety grate and temporary guardrail to wet well cover - Relocate valves into easier access location,
- replace supports
No Action
- Sport Complex Force Main may need to
be upgraded when doing the Island Park
Force Main improvement
does not use often
Hiller 3
in working condition, deep wetwell with
significant II issue, no pump redundancy, no
fall protection, considerable rust/deterioation
on pipes/supports, can't access to certain
valves, etc.
1D
- pump upsizing
- add safety grate
- replace structural supports, pipe supports and beams
- reinstall new valves in vault or above grade
- install canopy over eletrical panel
- replace corroded pipe
- install an articulated jib crane
- pave driveway
- install backup level control system
- provide dedicated bypass connection with an isolation valve and a check valve
- with addition actions to be considered.

1. In 65% design

2. completion anticipated by 2025 I/I issue
El Camino Real 4 - - - 1. Wet Well was rehabilitated to accommodate the new force main
North Road 6 - - -

1. Upgrade and Relocation of the LS was
completed in 2022 and is in service

2. 3 pumps with 2 pumps on during rainfall
event
Hastings 9 overall in good condition 3 optional actions to be considered in the future No Action, regular maintenance Haskins 14
in good condition, bolts on pump guide rail
support are rusting, no dedicated bypass
connection
3 optional actions to be considered in the future No Action, regular maintenance San Juan 14
in poor condition, undersized, rust found on
wetwell and building, crane in wetwell is too
low, wetwell shape creates short circuiting
and has poor hydraulics, discharge piping
valves inside wetwell
1B
- increase pumping capacity,
- replace wetwell cover and grating
- add a temporary pump onsite
- add seismic restraints to the generator
- wetwell piping upgrade
- structural upgrades for rusted restraints and supports - relocate discharge valve
- redesign bypass connection
- add diaphragm seals to pressure indicators
- or relocate the pump station

1. budget in the near-term CIP

2. creek slope stablization (on-going)

3. may need electrical operation upgrade
Naughton 15 overall in good condition 3 optional actions to be considered in the future No Action, regular maintenance Ralston Ranch 15
- rust inside wetwell, corroded access hatch
framing, no backup level control system,
access issues to valves, site access issue, etc.
2C
- Replace Access hatch
- Reokace cirrided equipement within the wetwell
- add backup level control system
- install a valve vault and relocate valves
- install a canopy over the electrical equipment
- construct a driveway access
- install flow meter
- install bypass connection
- with additional actions to be considered

1. budget in intermediate-term CIP

1. known rag problem (maybe on-going)

2. hard for maintenance

3. Pump model no longer manufactured
2017 Condition Assessment Lift Station Sewer Basin Action taken by the City I1. Lift Station Condition Assessment Matrix
363
LoF CoF Risk Rating Condition Recommendation Condition Recommendation Action Taken Notes Island Park/Sport Complex 1 High Moderate High
The PVC portion is in serviceable condition with low
internal and external corrosion potential, more
susceptible to structural fatigue failure due to pipe
material but no immediate risk of failure found based
on fatigue analysis. The CIP portion have high internal and external corrosion potential
-near-term: additional pipe wall analysis at
predetermined locations; additional hydrogen
sulfide monitoring; install Cathodic Protection
on the CIP portion; soft start/stop pumps
control and wet well level operation; hydraulic
evaluation on pumps and HGL and installation
of additional ARVs, condition based pipeline
management model
- Long-term: leak and gas pocket detection
within 5-7 years
Cannot locate the metallic portions
indicating not electrically continuous or
no metallic material
Not recommend to install test stations

1. Anticipated to be replaced in
2024-2029
Hiller 3 Low Moderate Low
serviceable condition, low internal and external
condition, more susceptible to collapse and joint
leakage due to its material
- Near-term: destructive testing at
predetermined locations within the ACP
portion of the force main.
- Long-term: non-destructive assessment
within 5-7 years, ovality testing of the HDPE
portion (optional)

1. A condition assessment with
destructive testing is anticipated
in the near-term CIP
El Camino Real 4 - - - - - - -

1. replaced in 2021

2. slightly change in alignment
(change in material) size = 4 inch
North Road 6 - - - - - - -

1. a new force main was
completion in 2022 and is in
service upsize to 12"
Hastings 9 Low Moderate Low serviceable condition, low internal and external corrosion potential
- Near-term: destructive testing at
predetermined locations, soft start/stop pump
controls
- Long-term: non-destructive assessment
within 5-7 years; Assess and Address Program No Action, regular maintenance Haskins 14 Low Moderate Low serviceable condition, low internal and external corrosion potential
- Near-term: destructive testing at
predetermined locations
- Long-term: non-destructive assessment
within 5-7 years Assess and Address Program No Action, regular maintenance - have a few breaks in long past
San Juan 14 Moderate High Moderate Serviceable, witn existing cathodic protection, low internal and external corrosion potential
- Near-term: soft start/stop pump controls to
minimize pressure transients; condition based
pipeline management model
- Long-term: Pipe wall assessments within 5-7
years Assess and Address Program
Not electrically continuous; existing
cathodic protection provide some level of
cathodic protection but not sufficient per
NAC SP0169
No further action is recommended due
to the lack of electrical continuity, the
relatively high current demand CP
requirement, and the long pipe length

1. anticipate to be replaced in
2024-2029

2. regular checking for the CP
system
Naughton 15 Low Low Low
serviceable condition, low internal and external
corrosion potential, more susceptible to structural
fatigue failure due to pipe material but no immediate
risk of failure based on fatigue analysis
no further action recommended
No action
Ralston Ranch 15 Low Low Low
serviceable condition, low internal and external
corrosion, more susceptible to structural fatigue
failure due to pipe material, but no immediate risk of
failure found based on fatigure analysis
no further action recommended
No Action
I2. Force Main Condition Assessment Matrix
2015 Condition Assessment 2018 Cathodic Protection Testing Study Force Main Sewer Basin City Action 364
Appendix J. Proposed Capacity-related Improvement
Projects Zoom-In Maps

365
M"
Phase: 2024-2025 Ex.D= 12''/ Pro. D= 15''
Phase: 2024-2025 Ex.D= 8''/ Pro. D= 15''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_1
Gravity Main 1
366
Ex.D= 6''/ Pro. D= 10'' Phase: 2024-2025
Phase: 2024-2025 Ex.D= 6''/ Pro. D= 12''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_1
CCIP_2
Gravity Main 2
367
Phase: 2025-2026
Ex.D= 12''/ Pro. D= 18''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_3
Gravity Main 3
368
Phase: 2030-2034 Ex.D= 6''/ Pro. D= 10''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_4
Gravity Main 4
369
Ex.D= 0''/ Pro. D= 12'' Phase: 2030-2034
Ex.D= 21''/ Pro. D= 27'' Phase: 2028-2030
Phase: 2028-2030 Ex.D= 0''/ Pro. D= 27''
Ex.D= 18''/ Pro. D= 27'' Phase: 2028-2030
Phase: 2030-2034
Ex.D= 21''/ Pro. D= 27''
Ex.D= 27''/ Pro. D= 30'' Phase: 2028-2030
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_5
CCIP_8A
CCIP_8B
Proposed to be abandoned
Gravity Main 5
370
Phase: 2027-2028 Ex.D= 18''/ Pro. D= 21''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_6
Proposed to be abandoned
Gravity Main 6
371
Phase: 2027-2028 Ex.D= 18''/ Pro. D= 21''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_7
Gravity Main 7
372
Phase: 2030-2034
Ex.D= 6''/ Pro. D= 8''
Phase: 2030-2034 Ex.D= 8''/ Pro. D= 10''
Phase: 2030-2034 Ex.D= 6''/ Pro. D= 10''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_4
CCIP_9
Gravity Main 8
373
CCIP_10
Phase: 2035-2039 Ex.D= 6''/ Pro. D= 10''
Phase: 2035-2039 Ex.D= 8''/ Pro. D= 10''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_10
Gravity Main 9
374
Phase: 2035-2039 Ex.D= 8''/ Pro. D= 10''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_11
Gravity Main
10 375
Ex.D= 8''/ Pro. D= 12'' Phase: 2030-2034
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_12
Gravity Main
11 376
Phase: 2035-2039 Ex.D= 10''/ Pro. D= 12''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_13
CCIP_14
Gravity Main
12 377
Phase: 2035-2039 Ex.D= 8''/ Pro. D= 10''
Phase: 2035-2039 Ex.D= 10''/ Pro. D= 12''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_14
Gravity Main
13 378
Phase: 2035-2039 Ex.D= 6''/ Pro. D= 8''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_15
Gravity Main
14 379
Phase: 2035-2039 Ex.D= 6''/ Pro. D= 8''
City of Belmont
2023 Sewer Master Plan Update
Proposed Capacity-Related
CIP Projects
±
Legend M" San Juan Lift Station
Capacity-Related Improvement
CCIP_16
Gravity Main
15 380
Appendix K. Proposed Condition-related Improvement
Projects Detail
381
Gravity Main Size (in.) Rehab. Length (ft) Rehab. # (EA.) Unit Cost ($/LF or $/EA.) Costs ($) Rehab. Length (ft) Rehab. # (EA.) Unit Cost ($/LF) Costs ($) Rehab. Length (ft) Rehab. # (EA.) Unit Cost ($/LF) Costs ($) Rehab. Length (ft) Rehab. # (EA.) Unit Cost ($/LF or $/EA.) Costs ($) Rehab. Length (ft) Rehab. # (EA.) Unit Cost ($/LF) Costs ($) Rehab. Length (ft) Rehab. # (EA.) Unit Cost ($/LF) Costs ($) Rehab. Length (ft) Rehab. # (EA.) Unit Cost ($/LF or
$/EA.)
Costs ($)
Defect Repair 6 47 18,720 879,840 32 18,720 599,040 41 18,720 767,520 30 18,720 561,600 46 18,720 861,120 185 18,720 3,463,200 171 18,720 3,201,120 8 0 22,440 0 0 22,440 0 1 22,440 22,440 2 22,440 44,880 4 22,440 89,760 4 22,440 89,760 13 22,440 291,720 10 0 25,260 0 0 25,260 0 0 25,260 0 3 25,260 75,780 0 25,260 0 1 25,260 25,260 4 25,260 101,040 12 0 27,240 0 0 27,240 0 0 27,240 0 0 27,240 0 0 27,240 0 2 27,240 54,480 1 27,240 27,240 15 0 30,660 0 0 30,660 0 0 30,660 0 0 30,660 0 1 30,660 30,660 0 30,660 0 0 30,660 0 18 0 33,120 0 0 33,120 0 0 33,120 0 0 33,120 0 0 33,120 0 0 33,120 0 1 33,120 33,120 21 0 34,800 0 0 34,800 0 1 34,800 34,800 0 34,800 0 0 34,800 0 0 34,800 0 2 34,800 69,600 24 0 35,760 0 0 35,760 0 0 35,760 0 0 35,760 0 0 35,760 0 0 35,760 0 1 35,760 35,760 Defect Repair + Partial Lining 6 71 7 426 / 18,720 161,201 78 9 426 / 18,720 201,580 25 3 426 / 18,720 66,767 40 9 426 / 18,720 185,350 28 4 426 / 18,720 86,851 79 18 426 / 18,720 370,784 83 11 426 / 18,720 241,271 10 0 0 510 / 25,260 0 12 1 510 / 25,260 31,380 0 0 510 / 25,260 0 0 0 510 / 25,260 0 0 0 510 / 25,260 0 30 4 510 / 25,260 116,238 0 0 510 / 25,260 0 12 0 0 558 / 27,240 0 0 0 558 / 27,240 0 0 0 558 / 27,240 0 0 0 558 / 27,240 0 0 0 558 / 27,240 0 0 0 558 / 27,240 0 6 2 558 / 27,240 57,828 Partial Lining 6 12 426 5,197 6 426 2,556 6 426 2,556 49 426 20,661 37 426 15,762 87 426 36,999 156 426 66,541 8 0 474 0 0 474 0 0 474 0 0 474 0 6 474 2,844 0 474 0 6 474 2,844 10 0 510 0 0 510 0 0 510 0 0 510 0 0 510 0 0 510 0 6 510 3,060 18 0 1,032 0 0 1,032 0 0 1,032 0 0 1,032 0 0 1,032 0 0 1,032 0 6 1,032 6,192 Replace 6 2092 620 1,296,974 2845 620 1,764,065 1640 620 1,016,934 2779 620 1,723,042 1846 620 1,144,356 7953 620 4,930,902 6518 620 3,281,599 8 0 650 0 0 650 0 0 650 0 0 650 0 379 650 246,288 0 650 0 1011 650 656,990 12 0 890 0 0 890 0 0 890 0 37 890 32,849 0 890 0 0 890 0 0 890 0 Investigation 6 1134 620 702,770 1159 620 718,580 1330 620 824,600 424 620 262,880 1280 620 793,600 2497 620 1,547,830 334 620 207,080 8 0 650 0 0 650 0 112 650 72,475 200 650 130,000 294 650 190,775 316 650 205,400 0 650 0 10 0 840 0 139 840 116,340 0 840 0 0 840 0 180 840 150,780 0 840 0 0 840 0 12 0 890 0 0 890 0 0 890 0 0 890 0 0 890 0 14 890 12,460 0 890 0 15 0 930 0 0 930 0 0 930 0 0 930 0 113 930 104,625 0 930 0 0 930 0 18 0 990 0 0 990 0 0 990 0 0 990 0 143 990 141,570 0 990 0 0 990 0 Gravity Main Subtotal ($) 3,045,982 3,433,541 2,808,092 3,037,042 3,858,991 10,853,313 8,283,005 Manhole # of Connected
Manhole
Estimated # of Rehab.

Manhole Unit Cost ($) Costs ($) Total # connected manhole Estimated # of Rehab.

Manhole Unit Cost ($) Costs ($) Total # connected manhole Estimated # of Rehab.

Manhole Unit Cost ($) Costs ($) # of Connected Manhole
Estimated # of
Rehab. Manhole Unit Cost ($) Costs ($)
Total #
connected
manhole
Estimated # of
Rehab.

Manhole
Unit Cost ($) Costs ($)
Total #
connected
manhole
Estimated # of
Rehab. Manhole Unit Cost ($) Costs ($) # of Connected Manhole Estimated # of
Rehab. Manhole
Unit Cost ($) Costs ($)
Manhole rehabilitation + Lining 62 19 13,500 256,500 56 17 13,500 229,500 57 17 13,500 229,500 69 21 13,500 283,500 75 23 13,500 310,500 242 73 13,500 985,500 210 63 13,500 850,500 Manhole Subtotal ($) 256,500 229,500 229,500 283,500 310,500 985,500 850,500 Lift Station Name Quantity Unit Cost ($) Costs ($) Name Quantity Unit Cost ($) Costs ($) Lift Station Rehabilitation Hiller 1 1890000 1,890,000 Ralston Ranch 1 1320000 1,320,000 Island Park 1 2700000 2,700,000
Lift Station Subtotal ($) 4,590,000 1,320,000
Force Main Size Name Length (ft) Unit Cost ($) Costs ($) Force main replacement 2 Sport Complex FM 320 460 147,200 8 Island Park FM 3480 490 1,705,200
12 San Juan 4962 590 2,927,580
Force Main Subtotal ($) 4,779,980
Others Description Unit Cost ($/ea.) Costs ($) Description Unit Cost ($/ea.) Costs ($) Hiller FM Condition
Assessment 200000 200,000
Seismic Vulnerability
Assessment 300000 300,000
Total ($) 12,872,462 5,283,041 3,037,592
Notes:

1. Gravity mains with risk scores 3 and above are included in the 15-yr CIP.

2. 30% of manholes connected gravity mains proposed to be rehabilitated are assumed to be rehabilitated as well.

3. Lift station and force main rehabilitation were based on the previous lift station and force main condition assessment studies as well as City staff insights.

4. Hiller LS is currently in the design phase, so associated unit cost excluded costs for design.

Appendix K-1. Cost Estimations and Phasing for Condition Related CIP Planning Year 2024-2025 2025-2026 2026-2027 2027-2028 2028-2029 2029-2034 2034-2039 382
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score 402401_402402 POINT REPAIR 101.6 114.5 12.9 EA 18,720 18,720 6 Lined VCP 273 1/1/2006 4 402401_402402 POINT REPAIR 206.6 212.6 6.0 EA 18,720 18,720 6 Lined VCP 273 1/1/2006 4 402401_402402 Total 37,440
402404_402501 POINT REPAIR 110.2 127.3 17.1 EA 18,720 18,720 6 VCP 372 1/1/1950 4 402404_402501 POINT REPAIR 188.8 194.8 6.0 EA 18,720 18,720 6 VCP 372 1/1/1950 4 402404_402501 Total 37,440
402406_402405 POINT REPAIR 20.2 26.2 6.0 EA 18,720 18,720 6 Lined VCP 219 1/1/1998 4 402406_402405 Total 18,720
402407_402406 POINT REPAIR 317.8 323.3794 5.6 EA 18,720 18,720 6 VCP 323 1/1/1950 4 402407_402406 Total 18,720
402409LH_402403 POINT REPAIR 36.13958 60.23958 24.1 EA 18,720 18,720 6 VCP 117 1/1/1950 4 402409LH_402403 POINT REPAIR 104.9396 116.9396 12.0 EA 18,720 18,720 6 VCP 117 1/1/1950 4 402409LH_402403 Total 37,440
402410LH_402404 POINT REPAIR 0 134.0282 134.0 EA 18,720 18,720 6 Lined VCP 134 1/1/1998 4 402410LH_402404 Total 18,720
402411_402412 POINT REPAIR 152.6 184.8 32.2 EA 18,720 18,720 6 HDPE 283 1/1/1993 4 402411_402412 POINT REPAIR 209.3 232.9 23.6 EA 18,720 18,720 6 HDPE 283 1/1/1993 4 402411_402412 Total 37,440
402414_402501 POINT REPAIR 58.68504 64.68504 6.0 EA 18,720 18,720 6 VCP 65 1/1/1950 4 402414_402501 Total 18,720
402416LH_402415 REPLACEMENT 0 126.8728 126.9 ft 620 78,661 6 VCP 127 4 1/1/1950 4 402416LH_402415 LATERAL REINSTATEMENT 0 0 0.0 0 0 6 VCP 127 0 1/1/1950 4 402416LH_402415 LATERAL REINSTATEMENT 1.6 1.6 0.0 0 0 6 VCP 127 0 1/1/1950 4 402416LH_402415 LATERAL REINSTATEMENT 8 8 0.0 0 0 6 VCP 127 0 1/1/1950 4 402416LH_402415 LATERAL REINSTATEMENT 27.6728 27.6728 0.0 0 0 6 VCP 127 0 1/1/1950 4 402416LH_402415 Total 78,661
402507_402503 POINT REPAIR 45.1 60 14.9 EA 18,720 18,720 6 Lined VCP 227 1/1/2005 3 402507_402503 Total 18,720
402508_402507 POINT REPAIR 0.4 6.4 6.0 EA 18,720 18,720 6 HDPE 212 1/1/2006 3 402508_402507 POINT REPAIR 203.7724 209.7724 6.0 EA 18,720 18,720 6 HDPE 212 1/1/2006 3 402508_402507 Total 37,440
402509_402510 POINT REPAIR 0 13.2 13.2 EA 18,720 18,720 6 HDPE 344 1/1/1993 4 402509_402510 POINT REPAIR 228.7 234.7 6.0 EA 18,720 18,720 6 HDPE 344 1/1/1993 4 402509_402510 POINT REPAIR 340.1935 343.5935 3.4 EA 18,720 18,720 6 HDPE 344 1/1/1993 4 402509_402510 Total 56,160
402510_402505 POINT REPAIR 0 4.9 4.9 EA 18,720 18,720 6 VCP 258 1/1/1950 4 402510_402505 POINT REPAIR 127 166.5 39.5 EA 18,720 18,720 6 VCP 258 1/1/1950 4 402510_402505 POINT REPAIR 217.2 223.2 6.0 EA 18,720 18,720 6 VCP 258 1/1/1950 4 402510_402505 Total 56,160
402602_402502 LINING 14 20 6.0 ft 426 2,556 6 HDPE 147 1/1/1950 4 402602_402502 LINING 70.8 76.8 6.0 ft 426 2,556 6 HDPE 147 1/1/1950 4 402602_402502 POINT REPAIR 53 66.7 13.7 EA 18,720 18,720 6 HDPE 147 1/1/1950 4 402602_402502 Total 23,832
402611_402505 REPLACEMENT 0 250.9568 251.0 ft 620 155,593 6 Lined VCP 251 6 1/1/2005 4 402611_402505 LATERAL REINSTATEMENT 14.7 14.7 0.0 0 0 6 Lined VCP 251 0 1/1/2005 4 402611_402505 LATERAL REINSTATEMENT 48.3 48.3 0.0 0 0 6 Lined VCP 251 0 1/1/2005 4 402611_402505 LATERAL REINSTATEMENT 77.2 77.2 0.0 0 0 6 Lined VCP 251 0 1/1/2005 4 402611_402505 LATERAL REINSTATEMENT 78.3 78.3 0.0 0 0 6 Lined VCP 251 0 1/1/2005 4 402611_402505 LATERAL REINSTATEMENT 101.2 101.2 0.0 0 0 6 Lined VCP 251 0 1/1/2005 4 402611_402505 LATERAL REINSTATEMENT 245.4 245.4 0.0 0 0 6 Lined VCP 251 0 1/1/2005 4 402611_402505 Total 155,593
Appendix K. Gravity Mains Final Rehabilitation Plan Details 383
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 402612_402611 REPLACEMENT 0 234.1248 234.1 ft 620 145,157 6 Lined VCP 234 3 1/1/2001 4 402612_402611 LATERAL REINSTATEMENT 188.8248 188.8248 0.0 0 0 6 Lined VCP 234 0 1/1/2001 4 402612_402611 LATERAL REINSTATEMENT 147.7248 147.7248 0.0 0 0 6 Lined VCP 234 0 1/1/2001 4 402612_402611 LATERAL REINSTATEMENT 40.22484 40.22484 0.0 0 0 6 Lined VCP 234 0 1/1/2001 4 402612_402611 Total 145,157
402613_402612 LINING 183.7218 189.7218 6.0 ft 426 2,556 6 Lined VCP 192 1/1/2005 4 402613_402612 POINT REPAIR 3.621817 9.621817 6.0 EA 18,720 18,720 6 Lined VCP 192 1/1/2005 4 402613_402612 Total 21,276
402615_402613 REPLACEMENT 0 256.8725 256.9 ft 620 159,261 6 VCP 257 5 1/1/1950 4 402615_402613 LATERAL REINSTATEMENT 236.3725 236.3725 0.0 0 0 6 VCP 257 0 1/1/1950 4 402615_402613 LATERAL REINSTATEMENT 127.2725 127.2725 0.0 0 0 6 VCP 257 0 1/1/1950 4 402615_402613 LATERAL REINSTATEMENT 123.8725 123.8725 0.0 0 0 6 VCP 257 0 1/1/1950 4 402615_402613 LATERAL REINSTATEMENT 86.57251 86.57251 0.0 0 0 6 VCP 257 0 1/1/1950 4 402615_402613 LATERAL REINSTATEMENT 33.87251 33.87251 0.0 0 0 6 VCP 257 0 1/1/1950 4 402615_402613 Total 159,261
402701_402702 LINING 91.5 97.5 6.0 ft 510 3,060 10 VCP 279 1/1/1950 4 402701_402702 LINING 189.1 195.1 6.0 ft 510 3,060 10 VCP 279 1/1/1950 4 402701_402702 POINT REPAIR 190.6 277.3 86.7 EA 25,260 25,260 10 VCP 279 1/1/1950 4 402701_402702 Total 31,380
402705_402704 REPLACEMENT 0 268.8894 268.9 ft 620 166,711 6 PVC 269 7 1/1/1993 4 402705_402704 LATERAL REINSTATEMENT 2.2 2.2 0.0 0 0 6 PVC 269 0 1/1/1993 4 402705_402704 LATERAL REINSTATEMENT 29.5 29.5 0.0 0 0 6 PVC 269 0 1/1/1993 4 402705_402704 LATERAL REINSTATEMENT 53.1 53.1 0.0 0 0 6 PVC 269 0 1/1/1993 4 402705_402704 LATERAL REINSTATEMENT 102 102 0.0 0 0 6 PVC 269 0 1/1/1993 4 402705_402704 LATERAL REINSTATEMENT 118.3 118.3 0.0 0 0 6 PVC 269 0 1/1/1993 4 402705_402704 LATERAL REINSTATEMENT 152.9 152.9 0.0 0 0 6 PVC 269 0 1/1/1993 4 402705_402704 LATERAL REINSTATEMENT 265 265 0.0 0 0 6 PVC 269 0 1/1/1993 4 402705_402704 Total 166,711
402713_402701 POINT REPAIR 191 197 6.0 EA 18,720 18,720 6 PVC 199 1/1/2005 3 402713_402701 Total 18,720
402719_402720 POINT REPAIR 8.018856 74.21885 66.2 EA 18,720 18,720 6 VCP 172 1/1/1950 4 402719_402720 Total 18,720
402720_402721 POINT REPAIR 11.8 24.8 13.0 EA 18,720 18,720 6 Lined VCP 301 1/1/2006 4 402720_402721 POINT REPAIR 140.7 162.5 21.8 EA 18,720 18,720 6 Lined VCP 301 1/1/2006 4 402720_402721 POINT REPAIR 166.7011 197.0011 30.3 EA 18,720 18,720 6 Lined VCP 301 1/1/2006 4 402720_402721 Total 56,160
402722_402710 REPLACEMENT 0 27.39354 27.4 ft 620 16,984 6 HDPE 27 0 1/1/1993 4 402722_402710 Total 16,984
402803_402808 POINT REPAIR 81.55164 87.55164 6.0 EA 18,720 18,720 6 HDPE 93 1/1/1993 3 402803_402808 Total 18,720
402807_402807A POINT REPAIR 72.6 78.6 6.0 EA 18,720 18,720 6 HDPE 345 1/1/1993 3 402807_402807A POINT REPAIR 92.7 117.3 24.6 EA 18,720 18,720 6 HDPE 345 1/1/1993 3 402807_402807A Total 37,440
402808_402901 REPLACEMENT 0 358.1506 358.2 ft 650 232,798 8 HDPE 358 10 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 7 7 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 42 42 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 72 72 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 92 92 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 126 126 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 142.7 142.7 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 180.3 180.3 0.0 0 0 8 HDPE 358 0 1/1/1993 3 384
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 402808_402901 LATERAL REINSTATEMENT 193.2 193.2 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 243.7 243.7 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 LATERAL REINSTATEMENT 263.5 263.5 0.0 0 0 8 HDPE 358 0 1/1/1993 3 402808_402901 Total 232,798
402902B_402902A REPLACEMENT 0 191.2075 191.2 ft 620 118,549 6 VCP 191 1 1/1/1950 5 402902B_402902A LATERAL REINSTATEMENT 31.7 31.7 0.0 0 0 6 VCP 191 0 1/1/1950 5 402902B_402902A Total 118,549
402904_402905 REPLACEMENT 0 299.567 299.6 ft 620 185,732 6 VCP 300 4 1/1/1950 4 402904_402905 LATERAL REINSTATEMENT 88.3 88.3 0.0 0 0 6 VCP 300 0 1/1/1950 4 402904_402905 LATERAL REINSTATEMENT 94 94 0.0 0 0 6 VCP 300 0 1/1/1950 4 402904_402905 LATERAL REINSTATEMENT 188.6 188.6 0.0 0 0 6 VCP 300 0 1/1/1950 4 402904_402905 LATERAL REINSTATEMENT 273.8 273.8 0.0 0 0 6 VCP 300 0 1/1/1950 4 402904_402905 Total 185,732
403006_402902 POINT REPAIR 190.3 196.3 6.0 EA 22,440 22,440 8 PVC 227 1/1/1993 4 403006_402902 Total 22,440
403009_403005 POINT REPAIR 6.9 37.7 30.8 EA 18,720 18,720 6 VCP 361 1/1/1950 4 403009_403005 POINT REPAIR 202.5 229.4 26.9 EA 18,720 18,720 6 VCP 361 1/1/1950 4 403009_403005 POINT REPAIR 275.3 281.3 6.0 EA 18,720 18,720 6 VCP 361 1/1/1950 4 403009_403005 Total 56,160
403101_403102 POINT REPAIR 289 295 6.0 EA 18,720 18,720 6 Lined VCP 301 1/1/2006 3 403101_403102 Total 18,720
403102_403102A REPLACEMENT 0 43.50594 43.5 ft 620 26,974 6 PVC 44 0 1/1/1950 3 403102_403102A Total 26,974
403103_403304 POINT REPAIR 43.4 63.9873 20.6 EA 34,800 34,800 21 PVC 64 1/1/1970 3 403103_403304 Total 34,800
403104_403304 POINT REPAIR 57.7 63.7 6.0 EA 18,720 18,720 6 VCP 239 1/1/1970 4 403104_403304 POINT REPAIR 107.7 113.7 6.0 EA 18,720 18,720 6 VCP 239 1/1/1970 4 403104_403304 POINT REPAIR 225.5 234.6 9.1 EA 18,720 18,720 6 VCP 239 1/1/1970 4 403104_403304 Total 56,160
403105_403106 POINT REPAIR 68 74 6.0 EA 18,720 18,720 6 VCP 212 1/1/1950 4 403105_403106 Total 18,720
403108_403108A LINING 13.6 26.5 12.9 ft 426 5,495 6 VCP 135 1/1/1993 4 403108_403108A POINT REPAIR 129.6 135 5.4 EA 18,720 18,720 6 VCP 135 1/1/1993 4 403108_403108A Total 24,215
403108A_403109 REPLACEMENT 0 40 40.0 ft 620 24,800 6 PVC 40 1 1/1/1993 3 403108A_403109 LATERAL REINSTATEMENT 40.7 40 -0.7 0 0 6 PVC 40 0 1/1/1993 3 403108A_403109 Total 24,800
403109_403110 POINT REPAIR 98.8 112.9 14.1 EA 18,720 18,720 6 VCP 155 1/1/1950 5 403109_403110 POINT REPAIR 131.8 137.8 6.0 EA 18,720 18,720 6 VCP 155 1/1/1950 5 403109_403110 POINT REPAIR 151.8556 154.8556 3.0 EA 18,720 18,720 6 VCP 155 1/1/1950 5 403109_403110 Total 56,160
403116_403115 POINT REPAIR 145.806 161.006 15.2 EA 18,720 18,720 6 Lined VCP 246 1/1/2006 4 403116_403115 POINT REPAIR 176.006 196.706 20.7 EA 18,720 18,720 6 Lined VCP 246 1/1/2006 4 403116_403115 POINT REPAIR 242.106 245.606 3.5 EA 18,720 18,720 6 Lined VCP 246 1/1/2006 4 403116_403115 Total 56,160
403201_403202 POINT REPAIR 21.3 27.3 6.0 EA 18,720 18,720 6 Lined VCP 153 1/1/2005 4 403201_403202 POINT REPAIR 86.4 98.7 12.3 EA 18,720 18,720 6 Lined VCP 153 1/1/2005 4 403201_403202 POINT REPAIR 140.6 153.3452 12.7 EA 18,720 18,720 6 Lined VCP 153 1/1/2005 4 403201_403202 Total 56,160
403202_403203 REPLACEMENT 0 178.4924 178.5 ft 620 110,665 6 VCP 178 4 1/1/1950 4 403202_403203 LATERAL REINSTATEMENT 5 5 0.0 0 0 6 VCP 178 0 1/1/1950 4 385
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 403202_403203 LATERAL REINSTATEMENT 14.4 14.4 0.0 0 0 6 VCP 178 0 1/1/1950 4 403202_403203 LATERAL REINSTATEMENT 105.2 105.2 0.0 0 0 6 VCP 178 0 1/1/1950 4 403202_403203 LATERAL REINSTATEMENT 111 111 0.0 0 0 6 VCP 178 0 1/1/1950 4 403202_403203 Total 110,665
403203_403002 POINT REPAIR 133.7536 190.8536 57.1 EA 22,440 22,440 8 VCP 191 1/1/1950 4 403203_403002 Total 22,440
403323_403301 POINT REPAIR 216.3 222.3 6.0 EA 18,720 18,720 6 VCP 274 1/1/1970 4 403323_403301 POINT REPAIR 264.9 270.9 6.0 EA 18,720 18,720 6 VCP 274 1/1/1970 4 403323_403301 Total 37,440
403324_403302 REPLACEMENT 0 272.9677 273.0 ft 620 169,240 6 VCP 273 10 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 233.8677 233.8677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 230.3677 230.3677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 182.8677 182.8677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 179.9677 179.9677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 129.1677 129.1677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 125.9677 125.9677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 75.06771 75.06771 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 72.26771 72.26771 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 17.3677 17.3677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 LATERAL REINSTATEMENT 17.3677 17.3677 0.0 0 0 6 VCP 273 0 1/1/1950 4 403324_403302 Total 169,240
403420_403401 POINT REPAIR 312 375.0008 63.0 EA 18,720 18,720 6 VCP 375 1/1/1970 4 403420_403401 Total 18,720
403421_403401 LINING 73.5 79.5 6.0 ft 426 2,556 6 VCP 110 1/1/1970 3 403421_403401 Total 2,556
403604_403606 REPLACEMENT 0 36.87193 36.9 ft 650 23,967 8 PVC 37 0 1/1/1990 4 403604_403606 Total 23,967
403609_403608 REPLACEMENT 0 269.8393 269.8 ft 650 175,396 8 PVC 270 0 1/1/1990 5 403609_403608 Total 175,396
403803_403804 POINT REPAIR 0 5.5 5.5 EA 18,720 18,720 6 VCP 136 1/1/1980 4 403803_403804 POINT REPAIR 11.7 17.7 6.0 EA 18,720 18,720 6 VCP 136 1/1/1980 4 403803_403804 POINT REPAIR 93.2 99.2 6.0 EA 18,720 18,720 6 VCP 136 1/1/1980 4 403803_403804 Total 56,160
403806_403804 POINT REPAIR 226.2 232.2 6.0 EA 18,720 18,720 6 VCP 238 1/1/1980 4 403806_403804 Total 18,720
41022ALH_441022 REPLACEMENT 0 240 240.0 ft 620 148,800 6 PVC 240 8 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 203.5 203.5 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 182.8 182.8 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 181.5 181.5 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 167.7 167.7 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 91 91 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 52.7 52.7 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 2.4 2.4 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 LATERAL REINSTATEMENT 24 24 0.0 0 0 6 PVC 240 0 1/1/1940 4 41022ALH_441022 Total 148,800
430110_430109 POINT REPAIR 224.6 230.6 6.0 EA 18,720 18,720 6 VCP 256 1/1/1970 4 430110_430109 Total 18,720
430206_430310 POINT REPAIR 141.8 217.8 76.0 EA 25,260 25,260 10 VCP 298 1/1/1958 3 430206_430310 Total 25,260
430217_430215 POINT REPAIR 39.5 50 10.5 EA 18,720 18,720 6 VCP 114 1/1/1970 4 430217_430215 Total 18,720
386
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 430219_430218 POINT REPAIR 44.5 50.5 6.0 EA 18,720 18,720 6 VCP 120 1/1/1970 4 430219_430218 Total 18,720
430401_430402 POINT REPAIR 128.1 156 27.9 EA 25,260 25,260 10 VCP 258 1/1/1958 5 430401_430402 Total 25,260
430406_430405 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 HDPE 139 1/1/2003 4 430406_430405 Total 18,720
430410LH_430408 POINT REPAIR 7 13 6.0 EA 18,720 18,720 6 Lined VCP 295 1/1/1998 4 430410LH_430408 POINT REPAIR 232.5598 238.5598 6.0 EA 18,720 18,720 6 Lined VCP 295 1/1/1998 4 430410LH_430408 Total 37,440
430412_430413 POINT REPAIR 63.5 69.5 6.0 EA 18,720 18,720 6 Lined VCP 211 1/1/1998 4 430412_430413 POINT REPAIR 114.5 153.1 38.6 EA 18,720 18,720 6 Lined VCP 211 1/1/1998 4 430412_430413 POINT REPAIR 167 181.5 14.5 EA 18,720 18,720 6 Lined VCP 211 1/1/1998 4 430412_430413 Total 56,160
430413_430414 REPLACEMENT 0 339.4965 339.5 ft 620 210,488 6 PVC 339 2 1/1/1950 4 430413_430414 LATERAL REINSTATEMENT 22.2 22.2 0.0 0 0 6 PVC 339 0 1/1/1950 4 430413_430414 LATERAL REINSTATEMENT 72.5 72.5 0.0 0 0 6 PVC 339 0 1/1/1950 4 430413_430414 Total 210,488
430414_430901 POINT REPAIR 128.3 134.3 6.0 EA 18,720 18,720 6 PVC 339 1/1/1950 3 430414_430901 Total 18,720
430507_430101 POINT REPAIR 24.1 34.4 10.3 EA 18,720 18,720 6 Lined VCP 182 1/1/2002 4 430507_430101 POINT REPAIR 71 77 6.0 EA 18,720 18,720 6 Lined VCP 182 1/1/2002 4 430507_430101 Total 37,440
430608_430607 POINT REPAIR 68.2 93.2 25.0 EA 22,440 22,440 8 HDPE 223 1/1/2019 3 430608_430607 POINT REPAIR 138.3 144.3 6.0 EA 22,440 22,440 8 HDPE 223 1/1/2019 3 430608_430607 Total 44,880
430701_430504 POINT REPAIR 94.89669 100.8967 6.0 EA 18,720 18,720 6 VCP 136 1/1/1970 4 430701_430504 POINT REPAIR 112.1 118.1 6.0 EA 18,720 18,720 6 VCP 136 1/1/1970 4 430701_430504 Total 37,440
430703LH_430702 POINT REPAIR 6.1 12.1 6.0 EA 18,720 18,720 6 VCP 62 1/1/1970 4 430703LH_430702 Total 18,720
430706_430705 POINT REPAIR 9.5 19.8 10.3 EA 18,720 18,720 6 Lined VCP 155 1/1/2006 3 430706_430705 Total 18,720
430708_430709 POINT REPAIR 100.9 106.9 6.0 EA 18,720 18,720 6 VCP 113 1/1/1970 4 430708_430709 Total 18,720
430726_430725 POINT REPAIR 15.8 21.8 6.0 EA 22,440 22,440 8 PVC 116 1/1/1995 4 430726_430725 Total 22,440
430902_430903 POINT REPAIR 35 41 6.0 EA 18,720 18,720 6 VCP 187 1/1/1950 3 430902_430903 Total 18,720
430904_431901 REPLACEMENT 0 331 331.0 ft 650 215,150 8 HDPE 331 0 1/1/2016 3 430904_431901 Total 215,150
430906_430907 POINT REPAIR 0 45.97508 46.0 EA 18,720 18,720 6 Lined VCP 46 1/1/1998 4 430906_430907 Total 18,720
430910_430413 REPLACEMENT 0 423.3148 423.3 ft 620 262,455 6 VCP 423 13 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 16.2 16.2 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 26.1 26.1 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 64.5 64.5 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 78.4 78.4 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 120.8 120.8 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 130.8 130.8 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 169.5 169.5 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 179.5 179.5 0.0 0 0 6 VCP 423 0 1/1/1950 4 387
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 430910_430413 LATERAL REINSTATEMENT 217.5 217.5 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 231.6 231.6 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 264.5 264.5 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 282.2 282.2 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 LATERAL REINSTATEMENT 308.1 308.1 0.0 0 0 6 VCP 423 0 1/1/1950 4 430910_430413 Total 262,455
431012_431105 POINT REPAIR 0 70.3735 70.4 EA 18,720 18,720 6 HDPE 70 1/1/2003 4 431012_431105 Total 18,720
431103_431102 POINT REPAIR 172.6 178.6 6.0 EA 18,720 18,720 6 HDPE 265 1/1/2003 3 431103_431102 POINT REPAIR 255.1 261.1 6.0 EA 18,720 18,720 6 HDPE 265 1/1/2003 3 431103_431102 Total 37,440
431105_431104 REPLACEMENT 0 70.3735 70.4 ft 620 43,632 6 HDPE 70 4 1/1/2003 3 431105_431104 LATERAL REINSTATEMENT 60.9735 60.9735 0.0 0 0 6 HDPE 70 0 1/1/2003 3 431105_431104 LATERAL REINSTATEMENT 28.7735 28.7735 0.0 0 0 6 HDPE 70 0 1/1/2003 3 431105_431104 LATERAL REINSTATEMENT 20.3735 20.3735 0.0 0 0 6 HDPE 70 0 1/1/2003 3 431105_431104 LATERAL REINSTATEMENT 18.2735 18.2735 0.0 0 0 6 HDPE 70 0 1/1/2003 3 431105_431104 Total 43,632
431107_431108 POINT REPAIR 17.1 23.1 6.0 EA 18,720 18,720 6 Lined VCP 138 1/1/1998 4 431107_431108 POINT REPAIR 78.4 92.6 14.2 EA 18,720 18,720 6 Lined VCP 138 1/1/1998 4 431107_431108 POINT REPAIR 135.1511 138.1511 3.0 EA 18,720 18,720 6 Lined VCP 138 1/1/1998 4 431107_431108 Total 56,160
431109_431110 POINT REPAIR 60 66 6.0 EA 18,720 18,720 6 Lined VCP 98 1/1/1998 4 431109_431110 Total 18,720
431112_431113 POINT REPAIR 394.9792 398.9792 4.0 EA 18,720 18,720 6 VCP 399 1/1/1970 4 431112_431113 Total 18,720
431114A_431114 POINT REPAIR 252.3943 258.3943 6.0 EA 18,720 18,720 6 VCP 268 1/1/1950 4 431114A_431114 Total 18,720
431115_431116 POINT REPAIR 20.2 26.2 6.0 EA 18,720 18,720 6 VCP 225 1/1/1950 4 431115_431116 POINT REPAIR 33.9 52.7 18.8 EA 18,720 18,720 6 VCP 225 1/1/1950 4 431115_431116 POINT REPAIR 149.4 163.3 13.9 EA 18,720 18,720 6 VCP 225 1/1/1950 4 431115_431116 Total 56,160
431117_431115 POINT REPAIR 180.1087 186.1087 6.0 EA 18,720 18,720 6 VCP 305 1/1/1950 4 431117_431115 POINT REPAIR 279.3087 305.0087 25.7 EA 18,720 18,720 6 VCP 305 1/1/1950 4 431117_431115 Total 37,440
431201_430906 POINT REPAIR 31.2 335.7853 304.6 EA 18,720 18,720 6 Lined VCP 336 1/1/2015 4 431201_430906 Total 18,720
431202_431201 POINT REPAIR 2.8 305 302.2 EA 18,720 18,720 6 Lined VCP 307 1/1/2015 4 431202_431201 Total 18,720
431203_431202 POINT REPAIR 106.3459 110.1459 3.8 EA 18,720 18,720 6 Lined VCP 110 1/1/1998 4 431203_431202 Total 18,720
431207LH_431208 POINT REPAIR 0 84.35837 84.4 EA 18,720 18,720 6 HDPE 84 1/1/2003 3 431207LH_431208 Total 18,720
431304_431303 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 Lined VCP 167 1/1/2001 3 431304_431303 Total 18,720
431305_431304 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 Lined VCP 304 1/1/2001 3 431305_431304 Total 18,720
431402_431403 POINT REPAIR 207.3 213.3 6.0 EA 18,720 18,720 6 HDPE 248 1/1/2003 3 431402_431403 Total 18,720
431403_431404 POINT REPAIR 6 25.1 19.1 EA 18,720 18,720 6 HDPE 361 1/1/2003 3 431403_431404 POINT REPAIR 139.6 145.6 6.0 EA 18,720 18,720 6 HDPE 361 1/1/2003 3 431403_431404 POINT REPAIR 178.3 206.5 28.2 EA 18,720 18,720 6 HDPE 361 1/1/2003 3 388
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 431403_431404 Total 56,160
431404_431405 REPLACEMENT 0 281.6557 281.7 ft 620 174,627 6 HDPE 282 7 1/1/2003 3 431404_431405 LATERAL REINSTATEMENT 20.7 20.7 0.0 0 0 6 HDPE 282 0 1/1/2003 3 431404_431405 LATERAL REINSTATEMENT 82.2 82.2 0.0 0 0 6 HDPE 282 0 1/1/2003 3 431404_431405 LATERAL REINSTATEMENT 83.9 83.9 0.0 0 0 6 HDPE 282 0 1/1/2003 3 431404_431405 LATERAL REINSTATEMENT 145.9 145.9 0.0 0 0 6 HDPE 282 0 1/1/2003 3 431404_431405 LATERAL REINSTATEMENT 194.8 194.8 0.0 0 0 6 HDPE 282 0 1/1/2003 3 431404_431405 LATERAL REINSTATEMENT 200.3 200.3 0.0 0 0 6 HDPE 282 0 1/1/2003 3 431404_431405 LATERAL REINSTATEMENT 264.6 264.6 0.0 0 0 6 HDPE 282 0 1/1/2003 3 431404_431405 Total 174,627
431405_431406 POINT REPAIR 246 256.2 10.2 EA 18,720 18,720 6 HDPE 269 1/1/2003 3 431405_431406 Total 18,720
431406_431408 POINT REPAIR 165.4 179.8 14.4 EA 18,720 18,720 6 VCP 388 1/1/1956 4 431406_431408 POINT REPAIR 190.6 203 12.4 EA 18,720 18,720 6 VCP 388 1/1/1956 4 431406_431408 POINT REPAIR 277.4 283.4 6.0 EA 18,720 18,720 6 VCP 388 1/1/1956 4 431406_431408 Total 56,160
431408_431409 REPLACEMENT 0 165.2428 165.2 ft 620 102,451 6 VCP 165 4 1/1/1956 4 431408_431409 LATERAL REINSTATEMENT 139.6428 139.6428 0.0 0 0 6 VCP 165 0 1/1/1956 4 431408_431409 LATERAL REINSTATEMENT 16.2 16.2 0.0 0 0 6 VCP 165 0 1/1/1956 4 431408_431409 LATERAL REINSTATEMENT 67.6 67.6 0.0 0 0 6 VCP 165 0 1/1/1956 4 431408_431409 LATERAL REINSTATEMENT 131.8 131.8 0.0 0 0 6 VCP 165 0 1/1/1956 4 431408_431409 Total 102,451
431516_431402 POINT REPAIR 60.8 66.8 6.0 EA 18,720 18,720 6 Lined VCP 305 1/1/2001 4 431516_431402 POINT REPAIR 289.6 295.6 6.0 EA 18,720 18,720 6 Lined VCP 305 1/1/2001 4 431516_431402 Total 37,440
431517_431516 POINT REPAIR 38.39433 103.0943 64.7 EA 18,720 18,720 6 VCP 194 1/1/1950 4 431517_431516 Total 18,720
431520_431521 POINT REPAIR 71.28313 88.08313 16.8 EA 18,720 18,720 6 Lined VCP 107 1/1/2001 3 431520_431521 Total 18,720
431522_431523 POINT REPAIR 1.2 12.51886 11.3 EA 18,720 18,720 6 HDPE 197 1/1/2003 3 431522_431523 Total 18,720
431601_431602 POINT REPAIR 9.3 30.9 21.6 EA 25,260 25,260 10 VCP 68 1/1/1993 3 431601_431602 Total 25,260
431602_431645 REPLACEMENT 0 36.90909 36.9 ft 890 32,849 12 VCP 37 0 1/1/1981 4 431602_431645 Total 32,849
431621LH_431622 POINT REPAIR 0 132.195 132.2 EA 18,720 18,720 6 PVC 132 1/1/1993 4 431621LH_431622 Total 18,720
431622_431623 REPLACEMENT 0 62.57082 62.6 ft 620 38,794 6 VCP 63 1 1/1/1950 4 431622_431623 LATERAL REINSTATEMENT 25.8 25.8 0.0 0 0 6 VCP 63 0 1/1/1950 4 431622_431623 Total 38,794
431624_431623 LINING 212.1 218.1 6.0 ft 426 2,556 6 VCP 295 1/1/1950 4 431624_431623 LINING 228.2 234.2 6.0 ft 426 2,556 6 VCP 295 1/1/1950 4 431624_431623 POINT REPAIR 274.6 280.6 6.0 EA 18,720 18,720 6 VCP 295 1/1/1950 4 431624_431623 Total 23,832
431625_431624 POINT REPAIR 91.1 97.1 6.0 EA 18,720 18,720 6 VCP 159 1/1/1950 4 431625_431624 POINT REPAIR 110.8 121.4 10.6 EA 18,720 18,720 6 VCP 159 1/1/1950 4 431625_431624 Total 37,440
431626LH_431625 POINT REPAIR 73.67835 79.67835 6.0 EA 18,720 18,720 6 VCP 81 1/1/1950 3 431626LH_431625 Total 18,720
431631_431632 REPLACEMENT 0 68.08889 68.1 ft 620 42,215 6 VCP 68 1 1/1/1950 4 431631_431632 LATERAL REINSTATEMENT 67.1 67.1 0.0 0 0 6 VCP 68 0 1/1/1950 4 389
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 431631_431632 Total 42,215
431635_431634 POINT REPAIR 29.56851 35.56851 6.0 EA 18,720 18,720 6 HDPE 95 1/1/2003 3 431635_431634 Total 18,720
431636_431717 POINT REPAIR 70.5 76.5 6.0 EA 18,720 18,720 6 VCP 225 1/1/1950 4 431636_431717 Total 18,720
431638_431637 POINT REPAIR 0.2946 219.9946 219.7 EA 18,720 18,720 6 Lined VCP 288 1/1/2015 4 431638_431637 Total 18,720
431639_431638 POINT REPAIR 0 11.6 11.6 EA 18,720 18,720 6 VCP 164 1/1/1957 4 431639_431638 Total 18,720
431708_431708A POINT REPAIR 0 4 4.0 EA 18,720 18,720 6 PVC 107 1/1/2003 3 431708_431708A POINT REPAIR 89.4 95.4 6.0 EA 18,720 18,720 6 PVC 107 1/1/2003 3 431708_431708A Total 37,440
431708A_431707 REPLACEMENT 0 190 190.0 ft 620 117,800 6 HDPE 190 15 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 24.8 24.8 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 26.2 26.2 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 34.2 34.2 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 51.7 51.7 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 55 55 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 64.6 64.6 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 68.1 68.1 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 75.3 75.3 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 76.6 76.6 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 79.5 79.5 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 98.8 98.8 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 157.8 157.8 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 139.8 139.8 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 130.5 130.5 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 LATERAL REINSTATEMENT 111.9 111.9 0.0 0 0 6 HDPE 190 0 1/1/2003 4 431708A_431707 Total 117,800
431709_431708 REPLACEMENT 0 160.8599 160.9 ft 620 99,733 6 HDPE 161 2 1/1/2003 3 431709_431708 LATERAL REINSTATEMENT 52.9 52.9 0.0 0 0 6 HDPE 161 0 1/1/2003 3 431709_431708 LATERAL REINSTATEMENT 102.8 102.8 0.0 0 0 6 HDPE 161 0 1/1/2003 3 431709_431708 Total 99,733
431710_431709 LINING 35.6 41.6 6.0 ft 426 2,556 6 HDPE 63 1/1/2003 3 431710_431709 POINT REPAIR 53.7 59.7 6.0 EA 18,720 18,720 6 HDPE 63 1/1/2003 3 431710_431709 Total 21,276
431713_431711 POINT REPAIR 0 4.6 4.6 EA 18,720 18,720 6 VCP 276 1/1/1950 4 431713_431711 Total 18,720
431714_431716 POINT REPAIR 43.7 53.9 10.2 EA 18,720 18,720 6 VCP 148 1/1/1950 4 431714_431716 POINT REPAIR 89.5 95.5 6.0 EA 18,720 18,720 6 VCP 148 1/1/1950 4 431714_431716 Total 37,440
431801_431710 REPLACEMENT 0 90.12544 90.1 ft 620 55,878 6 HDPE 90 3 1/1/2003 3 431801_431710 LATERAL REINSTATEMENT 18.8 18.8 0.0 0 0 6 HDPE 90 0 1/1/2003 3 431801_431710 LATERAL REINSTATEMENT 25.1 25.1 0.0 0 0 6 HDPE 90 0 1/1/2003 3 431801_431710 LATERAL REINSTATEMENT 52.4 52.4 0.0 0 0 6 HDPE 90 0 1/1/2003 3 431801_431710 Total 55,878
431802_431806 REPLACEMENT 0 215.5509 215.6 ft 620 133,642 6 VCP 216 3 1/1/1956 4 431802_431806 LATERAL REINSTATEMENT 4 4 0.0 0 0 6 VCP 216 0 1/1/1956 4 431802_431806 LATERAL REINSTATEMENT 131.6 131.6 0.0 0 0 6 VCP 216 0 1/1/1956 4 431802_431806 LATERAL REINSTATEMENT 141.2 141.2 0.0 0 0 6 VCP 216 0 1/1/1956 4 431802_431806 Total 133,642
390
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 431804_431803 REPLACEMENT 0 46.43196 46.4 ft 620 28,788 6 VCP 46 1 1/1/1950 4 431804_431803 LATERAL REINSTATEMENT 9.4 9.4 0.0 0 0 6 VCP 46 0 1/1/1950 4 431804_431803 Total 28,788
431806_431705 REPLACEMENT 0 65.10723 65.1 ft 620 40,366 6 VCP 65 0 1/1/1956 4 431806_431705 Total 40,366
431813_431814 REPLACEMENT 0 124.3908 124.4 ft 620 77,122 6 Lined VCP 124 2 1/1/1998 4 431813_431814 LATERAL REINSTATEMENT 63.8 63.8 0.0 0 0 6 Lined VCP 124 0 1/1/1998 4 431813_431814 LATERAL REINSTATEMENT 77.4 77.4 0.0 0 0 6 Lined VCP 124 0 1/1/1998 4 431813_431814 Total 77,122
431821_431825 REPLACEMENT 0 45.23391 45.2 ft 620 28,045 6 Lined VCP 45 1 1/1/1995 3 431821_431825 LATERAL REINSTATEMENT 0 0 0.0 0 0 6 Lined VCP 45 0 1/1/1995 3 431821_431825 Total 28,045
431827_431828 REPLACEMENT 0 75.75638 75.8 ft 620 46,969 6 VCP 76 1 1/1/1960 4 431827_431828 LATERAL REINSTATEMENT 51.65638 51.65638 0.0 0 0 6 VCP 76 0 1/1/1960 4 431827_431828 Total 46,969
431829_432101 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 VCP 123 1/1/1960 3 431829_432101 POINT REPAIR 27.38833 49.28833 21.9 EA 18,720 18,720 6 VCP 123 1/1/1960 3 431829_432101 Total 37,440
432004_432005 REPLACEMENT 0 74.93406 74.9 ft 620 46,459 6 Lined VCP 75 0 1/1/1998 4 432004_432005 Total 46,459
432010_432009 POINT REPAIR 68.02043 74.02043 6.0 EA 18,720 18,720 6 VCP 145 1/1/1950 4 432010_432009 Total 18,720
432101_432102 REPLACEMENT 0 79 79.0 ft 620 48,980 6 HDPE 79 3 1/1/2003 3 432101_432102 LATERAL REINSTATEMENT 9.3 9.3 0.0 0 0 6 HDPE 79 0 1/1/2003 3 432101_432102 LATERAL REINSTATEMENT 51.2 51.2 0.0 0 0 6 HDPE 79 0 1/1/2003 3 432101_432102 LATERAL REINSTATEMENT 76.4 76.4 0.0 0 0 6 HDPE 79 0 1/1/2003 3 432101_432102 Total 48,980
432107_432001 REPLACEMENT 0 236.3857 236.4 ft 620 146,559 6 VCP 236 7 1/1/1960 4 432107_432001 LATERAL REINSTATEMENT 45.5 45.5 0.0 0 0 6 VCP 236 0 1/1/1960 4 432107_432001 LATERAL REINSTATEMENT 69 69 0.0 0 0 6 VCP 236 0 1/1/1960 4 432107_432001 LATERAL REINSTATEMENT 93 93 0.0 0 0 6 VCP 236 0 1/1/1960 4 432107_432001 LATERAL REINSTATEMENT 122.6 122.6 0.0 0 0 6 VCP 236 0 1/1/1960 4 432107_432001 LATERAL REINSTATEMENT 143.1 143.1 0.0 0 0 6 VCP 236 0 1/1/1960 4 432107_432001 LATERAL REINSTATEMENT 201.6 201.6 0.0 0 0 6 VCP 236 0 1/1/1960 4 432107_432001 LATERAL REINSTATEMENT 229 229 0.0 0 0 6 VCP 236 0 1/1/1960 4 432107_432001 Total 146,559
432113_432112 REPLACEMENT 0 36.0486 36.0 ft 620 22,350 6 Lined VCP 36 0 1/1/1998 4 432113_432112 Total 22,350
432114_432113 POINT REPAIR 118.1032 124.1032 6.0 EA 18,720 18,720 6 VCP 222 1/1/1960 4 432114_432113 Total 18,720
432212_432211 LINING 91.13541 97.13541 6.0 ft 426 2,556 6 VCP 109 1/1/1970 4 432212_432211 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 VCP 109 1/1/1970 4 432212_432211 POINT REPAIR 103.5354 108.7354 5.2 EA 18,720 18,720 6 VCP 109 1/1/1970 4 432212_432211 Total 39,996
432214_432209 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 PVC 87 1/1/1993 3 432214_432209 POINT REPAIR 84.46999 87.46999 3.0 EA 18,720 18,720 6 PVC 87 1/1/1993 3 432214_432209 Total 37,440
432215LH_432211 POINT REPAIR 29.18866 35.18866 6.0 EA 18,720 18,720 6 VCP 58 1/1/1970 3 432215LH_432211 Total 18,720
432218_432204 LINING 182.6 183.9533 1.4 ft 426 576 6 Lined VCP 184 1/1/2005 4 432218_432204 Total 576
391
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 432223LH_432216 LINING 149.2512 155.2512 6.0 ft 426 2,556 6 VCP 156 1/1/1970 4 432223LH_432216 POINT REPAIR 148.6512 155.9512 7.3 EA 18,720 18,720 6 VCP 156 1/1/1970 4 432223LH_432216 Total 21,276
432225_432224 POINT REPAIR 0 4.697193 4.7 EA 18,720 18,720 6 Lined VCP 171 1/1/2005 3 432225_432224 POINT REPAIR 99.9972 105.9972 6.0 EA 18,720 18,720 6 Lined VCP 171 1/1/2005 3 432225_432224 POINT REPAIR 129.7972 135.7972 6.0 EA 18,720 18,720 6 Lined VCP 171 1/1/2005 3 432225_432224 Total 56,160
432302_432301 POINT REPAIR 76.37348 97.9 21.5 EA 18,720 18,720 6 PVC 120 1/1/1970 4 432302_432301 POINT REPAIR 101.5 107.5 6.0 EA 18,720 18,720 6 PVC 120 1/1/1970 4 432302_432301 Total 37,440
432303_432302 POINT REPAIR 82.30377 85.30377 3.0 EA 18,720 18,720 6 PVC 85 1/1/1970 3 432303_432302 Total 18,720
432304_432303 LINING 92.5 98.5 6.0 ft 426 2,556 6 HDPE 121 1/1/2018 3 432304_432303 POINT REPAIR 7.5 13.5 6.0 EA 18,720 18,720 6 HDPE 121 1/1/2018 3 432304_432303 POINT REPAIR 107.6 113.6 6.0 EA 18,720 18,720 6 HDPE 121 1/1/2018 3 432304_432303 Total 39,996
432305_432304 POINT REPAIR 85.9 91.9 6.0 EA 18,720 18,720 6 VCP 109 1/1/1970 4 432305_432304 Total 18,720
432314_432313 POINT REPAIR 11.63202 17.63202 6.0 EA 18,720 18,720 6 Lined VCP 141 1/1/1998 3 432314_432313 Total 18,720
432321LH_432320 POINT REPAIR 6.100006 12.10001 6.0 EA 18,720 18,720 6 PVC 202 1/1/1993 3 432321LH_432320 POINT REPAIR 77 83 6.0 EA 18,720 18,720 6 PVC 202 1/1/1993 3 432321LH_432320 POINT REPAIR 113.6 119.6 6.0 EA 18,720 18,720 6 PVC 202 1/1/1993 3 432321LH_432320 Total 56,160
432403_432404 REPLACEMENT 0 306.7906 306.8 ft 620 190,210 6 VCP 307 9 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 276.6906 276.6906 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 226.5906 226.5906 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 224.3906 224.3906 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 161.8906 161.8906 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 156.0906 156.0906 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 149.7906 149.7906 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 75.69062 75.69062 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 53.49063 53.49063 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 LATERAL REINSTATEMENT 19.39063 19.39063 0.0 0 0 6 VCP 307 0 1/1/1950 4 432403_432404 Total 190,210
432404_433019WYE REPLACEMENT 0 118.8762 118.9 ft 620 73,703 6 VCP 119 3 1/1/1950 4 432404_433019WYE LATERAL REINSTATEMENT 90 90 0.0 0 0 6 VCP 119 0 1/1/1950 4 432404_433019WYE LATERAL REINSTATEMENT 91.3 91.3 0.0 0 0 6 VCP 119 0 1/1/1950 4 432404_433019WYE LATERAL REINSTATEMENT 114 114 0.0 0 0 6 VCP 119 0 1/1/1950 4 432404_433019WYE Total 73,703
432504_432503 POINT REPAIR 60 65 5.0 EA 18,720 18,720 6 VCP 65 1/1/1950 3 432504_432503 Total 18,720
432505_432503 LINING 11.9 17.9 6.0 ft 426 2,556 6 VCP 139 1/1/1950 4 432505_432503 Total 2,556
432510_432509 POINT REPAIR 0 5.9 5.9 EA 18,720 18,720 6 PVC 252 1/1/1940 3 432510_432509 Total 18,720
432513_432512 POINT REPAIR 106.9 169 62.1 EA 18,720 18,720 6 VCP 174 1/1/1920 4 432513_432512 Total 18,720
432518_432519 POINT REPAIR 270.8766 276.8766 6.0 EA 18,720 18,720 6 VCP 316 1/1/1920 4 432518_432519 Total 18,720
432519_432520 POINT REPAIR 0 5.8 5.8 EA 18,720 18,720 6 VCP 132 1/1/1920 4 392
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 432519_432520 Total 18,720
432520_SM4 LINING 3.9 9.9 6.0 ft 426 2,556 6 VCP 137 1/1/1920 4 432520_SM4 Total 2,556
432530LH_432522 LINING 111.3 117.3 6.0 ft 426 2,556 6 PVC 273 1/1/1993 3 432530LH_432522 POINT REPAIR 109.4 116 6.6 EA 18,720 18,720 6 PVC 273 1/1/1993 3 432530LH_432522 Total 21,276
432536_440142 POINT REPAIR 45.2 51.2 6.0 EA 18,720 18,720 6 PVC 190 1/1/1993 4 432536_440142 Total 18,720
432538_432527 POINT REPAIR 57.7 63.7 6.0 EA 18,720 18,720 6 Lined VCP 72 1/1/1995 4 432538_432527 Total 18,720
432603_432602 POINT REPAIR 84.8 95.5 10.7 EA 18,720 18,720 6 VCP 99 1/1/1920 4 432603_432602 Total 18,720
432606LH_432605 REPLACEMENT 0 103.9123 103.9 ft 620 64,426 6 VCP 104 2 1/1/1920 4 432606LH_432605 LATERAL REINSTATEMENT 97.11231 97.11231 0.0 0 0 6 VCP 104 0 1/1/1920 4 432606LH_432605 LATERAL REINSTATEMENT 45.11231 45.11231 0.0 0 0 6 VCP 104 0 1/1/1920 4 432606LH_432605 Total 64,426
432608_432607 POINT REPAIR 0 4.5 4.5 EA 18,720 18,720 6 PVC 201 1/1/1998 3 432608_432607 POINT REPAIR 55.3 61.3 6.0 EA 18,720 18,720 6 PVC 201 1/1/1998 3 432608_432607 Total 37,440
432609_432608 REPLACEMENT 0 23.43993 23.4 ft 620 14,533 6 Lined VCP 23 2 1/1/1998 3 432609_432608 LATERAL REINSTATEMENT 18.03993 18.03993 0.0 0 0 6 Lined VCP 23 0 1/1/1998 3 432609_432608 LATERAL REINSTATEMENT 5.239931 5.239931 0.0 0 0 6 Lined VCP 23 0 1/1/1998 3 432609_432608 Total 14,533
432610_432608 REPLACEMENT 0 125.322 125.3 ft 620 77,700 6 VCP 125 2 1/1/1920 4 432610_432608 LATERAL REINSTATEMENT 76.82196 76.82196 0.0 0 0 6 VCP 125 0 1/1/1920 4 432610_432608 LATERAL REINSTATEMENT 32.62197 32.62197 0.0 0 0 6 VCP 125 0 1/1/1920 4 432610_432608 Total 77,700
432612_SM6 REPLACEMENT 0 114.2691 114.3 ft 620 70,847 6 VCP 114 0 1/1/1993 4 432612_SM6 Total 70,847
432613A_432613 LINING 81.9 86 4.1 ft 426 1,747 6 VCP 86 1/1/1993 4 432613A_432613 POINT REPAIR 19.5 64.1 44.6 EA 18,720 18,720 6 VCP 86 1/1/1993 4 432613A_432613 Total 20,467
432615LH_432616 LINING 0 13.5 13.5 ft 426 5,751 6 Lined VCP 191 1/1/2005 4 432615LH_432616 LINING 90.6 96.6 6.0 ft 426 2,556 6 Lined VCP 191 1/1/2005 4 432615LH_432616 POINT REPAIR 191.2 192.2 1.0 EA 18,720 18,720 6 Lined VCP 191 1/1/2005 4 432615LH_432616 Total 27,027
432616_432617 LINING 0 4.1 4.1 ft 426 1,747 6 PVC 119 1/1/1993 3 432616_432617 POINT REPAIR 0 10 10.0 EA 18,720 18,720 6 PVC 119 1/1/1993 3 432616_432617 Total 20,467
432619LH_432619 REPLACEMENT 0 131.9463 131.9 ft 620 81,807 6 PVC 132 7 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 91.74628 91.74628 0.0 0 0 6 PVC 132 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 68.04628 68.04628 0.0 0 0 6 PVC 132 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 13.94628 13.94628 0.0 0 0 6 PVC 132 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 0.9 0.9 0.0 0 0 6 PVC 132 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 74.3 74.3 0.0 0 0 6 PVC 132 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 127.5 127.5 0.0 0 0 6 PVC 132 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 131.9463 131.9463 0.0 0 0 6 PVC 132 0 1/1/2019 3 432619LH_432619 REPLACEMENT 0 42.30955 42.3 ft 620 26,232 6 PVC 42 7 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 91.74628 42.30955 -49.4 0 0 6 PVC 42 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 68.04628 42.30955 -25.7 0 0 6 PVC 42 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 13.94628 13.94628 0.0 0 0 6 PVC 42 0 1/1/2019 3 393
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 432619LH_432619 LATERAL REINSTATEMENT 0.9 0.9 0.0 0 0 6 PVC 42 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 74.3 42.30955 -32.0 0 0 6 PVC 42 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 127.5 42.30955 -85.2 0 0 6 PVC 42 0 1/1/2019 3 432619LH_432619 LATERAL REINSTATEMENT 131.9463 42.30955 -89.6 0 0 6 PVC 42 0 1/1/2019 3 432619LH_432619 REPLACEMENT 0 29.99946 30.0 ft 620 18,600 6 PVC 30 7 1/1/2022 3 432619LH_432619 LATERAL REINSTATEMENT 91.74628 29.99946 -61.7 0 0 6 PVC 30 0 1/1/2022 3 432619LH_432619 LATERAL REINSTATEMENT 68.04628 29.99946 -38.0 0 0 6 PVC 30 0 1/1/2022 3 432619LH_432619 LATERAL REINSTATEMENT 13.94628 13.94628 0.0 0 0 6 PVC 30 0 1/1/2022 3 432619LH_432619 LATERAL REINSTATEMENT 0.9 0.9 0.0 0 0 6 PVC 30 0 1/1/2022 3 432619LH_432619 LATERAL REINSTATEMENT 74.3 29.99946 -44.3 0 0 6 PVC 30 0 1/1/2022 3 432619LH_432619 LATERAL REINSTATEMENT 127.5 29.99946 -97.5 0 0 6 PVC 30 0 1/1/2022 3 432619LH_432619 LATERAL REINSTATEMENT 131.9463 29.99946 -101.9 0 0 6 PVC 30 0 1/1/2022 3 432619LH_432619 Total 126,638
432621_432622 POINT REPAIR 0 17.4 17.4 EA 18,720 18,720 6 VCP 234 1/1/1920 4 432621_432622 POINT REPAIR 56.6 85.1 28.5 EA 18,720 18,720 6 VCP 234 1/1/1920 4 432621_432622 POINT REPAIR 107.9 122.5 14.6 EA 18,720 18,720 6 VCP 234 1/1/1920 4 432621_432622 Total 56,160
432622_432623 POINT REPAIR 114 120 6.0 EA 18,720 18,720 6 Lined VCP 121 1/1/1995 4 432622_432623 Total 18,720
432623_432624 POINT REPAIR 47.7 53.7 6.0 EA 18,720 18,720 6 Lined VCP 201 1/1/1998 4 432623_432624 POINT REPAIR 103.6 113.6 10.0 EA 18,720 18,720 6 Lined VCP 201 1/1/1998 4 432623_432624 Total 37,440
432624_432625 LINING 122.6 134.7 12.1 ft 426 5,155 6 VCP 173 1/1/1920 4 432624_432625 POINT REPAIR 68.3 74.3 6.0 EA 18,720 18,720 6 VCP 173 1/1/1920 4 432624_432625 POINT REPAIR 92.4 98.4 6.0 EA 18,720 18,720 6 VCP 173 1/1/1920 4 432624_432625 Total 42,595
432626_440211 LINING 270.4 276.4 6.0 ft 426 2,556 6 PVC 295 1/1/1993 3 432626_440211 Total 2,556
432704_432703 LINING 45.7 51.7 6.0 ft 426 2,556 6 VCP 174 1/1/1920 4 432704_432703 LINING 69.5 75.5 6.0 ft 426 2,556 6 VCP 174 1/1/1920 4 432704_432703 Total 5,112
432705_432703 REPLACEMENT 0 122.946 122.9 ft 620 76,227 6 VCP 123 3 1/1/1950 4 432705_432703 LATERAL REINSTATEMENT 14.9 14.9 0.0 0 0 6 VCP 123 0 1/1/1950 4 432705_432703 LATERAL REINSTATEMENT 45.4 45.4 0.0 0 0 6 VCP 123 0 1/1/1950 4 432705_432703 LATERAL REINSTATEMENT 78.8 78.8 0.0 0 0 6 VCP 123 0 1/1/1950 4 432705_432703 Total 76,227
432706LH_432705 REPLACEMENT 0 232.5679 232.6 ft 620 144,192 6 VCP 233 7 1/1/1950 4 432706LH_432705 LATERAL REINSTATEMENT 213.5679 213.5679 0.0 0 0 6 VCP 233 0 1/1/1950 4 432706LH_432705 LATERAL REINSTATEMENT 168.6679 168.6679 0.0 0 0 6 VCP 233 0 1/1/1950 4 432706LH_432705 LATERAL REINSTATEMENT 155.5679 155.5679 0.0 0 0 6 VCP 233 0 1/1/1950 4 432706LH_432705 LATERAL REINSTATEMENT 150.5679 150.5679 0.0 0 0 6 VCP 233 0 1/1/1950 4 432706LH_432705 LATERAL REINSTATEMENT 106.2679 106.2679 0.0 0 0 6 VCP 233 0 1/1/1950 4 432706LH_432705 LATERAL REINSTATEMENT 39.56786 39.56786 0.0 0 0 6 VCP 233 0 1/1/1950 4 432706LH_432705 LATERAL REINSTATEMENT 8.867866 8.867866 0.0 0 0 6 VCP 233 0 1/1/1950 4 432706LH_432705 Total 144,192
432707LH_432708 REPLACEMENT 0 130.5004 130.5 ft 620 80,910 6 VCP 131 7 1/1/1950 4 432707LH_432708 LATERAL REINSTATEMENT 122.6004 122.6004 0.0 0 0 6 VCP 131 0 1/1/1950 4 432707LH_432708 LATERAL REINSTATEMENT 75.40038 75.40038 0.0 0 0 6 VCP 131 0 1/1/1950 4 432707LH_432708 LATERAL REINSTATEMENT 38.70038 38.70038 0.0 0 0 6 VCP 131 0 1/1/1950 4 432707LH_432708 LATERAL REINSTATEMENT 36.80039 36.80039 0.0 0 0 6 VCP 131 0 1/1/1950 4 432707LH_432708 LATERAL REINSTATEMENT 34.70038 34.70038 0.0 0 0 6 VCP 131 0 1/1/1950 4 394
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 432707LH_432708 LATERAL REINSTATEMENT 14.00038 14.00038 0.0 0 0 6 VCP 131 0 1/1/1950 4 432707LH_432708 LATERAL REINSTATEMENT 8.800386 8.800386 0.0 0 0 6 VCP 131 0 1/1/1950 4 432707LH_432708 Total 80,910
432708_432709 POINT REPAIR 0 4 4.0 EA 18,720 18,720 6 VCP 165 1/1/1950 4 432708_432709 POINT REPAIR 14.2 20.2 6.0 EA 18,720 18,720 6 VCP 165 1/1/1950 4 432708_432709 Total 37,440
432709_432710 POINT REPAIR 119.6691 129.5691 9.9 EA 18,720 18,720 6 VCP 150 1/1/1950 4 432709_432710 Total 18,720
432710_432711 POINT REPAIR 87.79058 93.79058 6.0 EA 18,720 18,720 6 VCP 165 1/1/1950 4 432710_432711 Total 18,720
432712_432715 POINT REPAIR 125.8 131.8 6.0 EA 18,720 18,720 6 VCP 135 1/1/1950 4 432712_432715 Total 18,720
432714_432713 LINING 0 3.3 3.3 ft 426 1,406 6 VCP 165 1/1/1950 4 432714_432713 Total 1,406
432715_432716 REPLACEMENT 0 70.28726 70.3 ft 620 43,578 6 Lined VCP 70 2 1/1/1998 4 432715_432716 LATERAL REINSTATEMENT 21.6 21.6 0.0 0 0 6 Lined VCP 70 0 1/1/1998 4 432715_432716 LATERAL REINSTATEMENT 63.9 63.9 0.0 0 0 6 Lined VCP 70 0 1/1/1998 4 432715_432716 Total 43,578
432721_432715 POINT REPAIR 10.94388 23.94388 13.0 EA 18,720 18,720 6 VCP 153 1/1/1950 4 432721_432715 POINT REPAIR 69.34389 90.84389 21.5 EA 18,720 18,720 6 VCP 153 1/1/1950 4 432721_432715 Total 37,440
432725_432726 POINT REPAIR 0 66.17599 66.2 EA 18,720 18,720 6 Lined VCP 66 1/1/2015 4 432725_432726 Total 18,720
432727_432726 REPLACEMENT 0 118.6756 118.7 ft 620 73,579 6 VCP 119 1 1/1/1950 4 432727_432726 LATERAL REINSTATEMENT 100.2756 100.2756 0.0 0 0 6 VCP 119 0 1/1/1950 4 432727_432726 Total 73,579
432728_432810 REPLACEMENT 0 63.59205 63.6 ft 620 39,427 6 Lined VCP 64 12 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 32.4 32.4 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 46.8 46.8 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 61 61 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 LATERAL REINSTATEMENT 63.59205 63.59205 0.0 0 0 6 Lined VCP 64 0 1/1/2001 4 432728_432810 Total 39,427
432729_432730 POINT REPAIR 146.3 157.3 11.0 EA 18,720 18,720 6 VCP 160 1/1/1920 4 432729_432730 Total 18,720
432730_432728 POINT REPAIR 0 4.7 4.7 EA 18,720 18,720 6 VCP 152 1/1/1920 4 432730_432728 Total 18,720
432731_432621 POINT REPAIR 41.3 52 10.7 EA 18,720 18,720 6 VCP 160 1/1/1920 4 432731_432621 POINT REPAIR 137.8 156.9 19.1 EA 18,720 18,720 6 VCP 160 1/1/1920 4 432731_432621 Total 37,440
432732_432731 LINING 0 6.2 6.2 ft 426 2,641 6 VCP 141 1/1/1920 4 432732_432731 Total 2,641
432733_432732 POINT REPAIR 0.8 6.8 6.0 EA 18,720 18,720 6 Lined VCP 229 1/1/1998 4 432733_432732 POINT REPAIR 98.9 104.9 6.0 EA 18,720 18,720 6 Lined VCP 229 1/1/1998 4 395
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 432733_432732 Total 37,440
432734_432610 REPLACEMENT 0 298.0007 298.0 ft 620 184,760 6 PVC 298 1 1/1/1920 4 432734_432610 LATERAL REINSTATEMENT 147.5 147.5 0.0 0 0 6 PVC 298 0 1/1/1920 4 432734_432610 Total 184,760
432803LH_432802 POINT REPAIR 22 28 6.0 EA 18,720 18,720 6 VCP 130 1/1/1957 4 432803LH_432802 Total 18,720
432804_432805 POINT REPAIR 32.92669 50.92669 18.0 EA 18,720 18,720 6 VCP 256 1/1/1950 5 432804_432805 POINT REPAIR 55.82669 124.1267 68.3 EA 18,720 18,720 6 VCP 256 1/1/1950 5 432804_432805 POINT REPAIR 209.4267 215.4267 6.0 EA 18,720 18,720 6 VCP 256 1/1/1950 5 432804_432805 Total 56,160
432806_432807 REPLACEMENT 0 174.6864 174.7 ft 620 108,306 6 VCP 175 4 1/1/1950 4 432806_432807 LATERAL REINSTATEMENT 165.6864 165.6864 0.0 0 0 6 VCP 175 0 1/1/1950 4 432806_432807 LATERAL REINSTATEMENT 106.5864 106.5864 0.0 0 0 6 VCP 175 0 1/1/1950 4 432806_432807 LATERAL REINSTATEMENT 58.48641 58.48641 0.0 0 0 6 VCP 175 0 1/1/1950 4 432806_432807 LATERAL REINSTATEMENT 15.78641 15.78641 0.0 0 0 6 VCP 175 0 1/1/1950 4 432806_432807 Total 108,306
432807_432808 POINT REPAIR 66.1 72.1 6.0 EA 18,720 18,720 6 VCP 120 1/1/1950 4 432807_432808 Total 18,720
432808_432809 REPLACEMENT 0 24.78244 24.8 ft 620 15,365 6 VCP 25 1 1/1/1950 4 432808_432809 LATERAL REINSTATEMENT 19.38244 19.38244 0.0 0 0 6 VCP 25 0 1/1/1950 4 432808_432809 Total 15,365
432809_432814 REPLACEMENT 0 370.6844 370.7 ft 620 229,824 6 VCP 371 23 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 334.1844 334.1844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 332.9844 332.9844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 298.2844 298.2844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 281.1844 281.1844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 237.8844 237.8844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 235.4844 235.4844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 223.5844 223.5844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 188.3844 188.3844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 183.7844 183.7844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 174.9844 174.9844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 173.0844 173.0844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 150.8844 150.8844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 135.7844 135.7844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 105.6844 105.6844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 104.4844 104.4844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 93.58438 93.58438 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 85.2844 85.2844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 72.18439 72.18439 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 33.7844 33.7844 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 32.98438 32.98438 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 20.98438 20.98438 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 6.884402 6.884402 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 LATERAL REINSTATEMENT 6.884402 6.884402 0.0 0 0 6 VCP 371 0 1/1/1950 4 432809_432814 Total 229,824
432811_432812 LINING 135 141 6.0 ft 426 2,556 6 VCP 241 1/1/1920 4 432811_432812 LINING 163.3 169.3 6.0 ft 426 2,556 6 VCP 241 1/1/1920 4 432811_432812 LINING 193.3 199.3 6.0 ft 426 2,556 6 VCP 241 1/1/1920 4 432811_432812 Total 7,668
432812_432913 LINING 139.1 145.1 6.0 ft 426 2,556 6 VCP 301 1/1/1920 4 396
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 432812_432913 LINING 177.9 183.9 6.0 ft 426 2,556 6 VCP 301 1/1/1920 4 432812_432913 Total 5,112
432816_432815 POINT REPAIR 53.8 59.8 6.0 EA 18,720 18,720 6 VCP 65 1/1/1950 4 432816_432815 Total 18,720
432817_432816 POINT REPAIR 18.4 29.1 10.7 EA 18,720 18,720 6 HDPE 301 1/1/1998 4 432817_432816 POINT REPAIR 40.5 46.5 6.0 EA 18,720 18,720 6 HDPE 301 1/1/1998 4 432817_432816 Total 37,440
432901_432902 POINT REPAIR 72.4 266 193.6 EA 22,440 22,440 8 HDPE 266 1/1/2016 3 432901_432902 Total 22,440
432904LH_432905 POINT REPAIR 17.32378 23.32378 6.0 EA 18,720 18,720 6 HDPE 224 1/1/2001 4 432904LH_432905 POINT REPAIR 113.9238 119.9238 6.0 EA 18,720 18,720 6 HDPE 224 1/1/2001 4 432904LH_432905 POINT REPAIR 195.9238 224.3238 28.4 EA 18,720 18,720 6 HDPE 224 1/1/2001 4 432904LH_432905 Total 56,160
432906_432907 POINT REPAIR 0 3.5 3.5 EA 18,720 18,720 6 VCP 212 1/1/1940 4 432906_432907 POINT REPAIR 138.3 144.3 6.0 EA 18,720 18,720 6 VCP 212 1/1/1940 4 432906_432907 Total 37,440
432908_432909 POINT REPAIR 106.1 117.1 11.0 EA 18,720 18,720 6 VCP 139 1/1/1940 3 432908_432909 Total 18,720
432909_432910 REPLACEMENT 0 101.9732 102.0 ft 620 63,223 6 VCP 102 0 1/1/1940 4 432909_432910 Total 63,223
432912_432911 LINING 236.8 242.8 6.0 ft 426 2,556 6 VCP 244 1/1/1926 4 432912_432911 POINT REPAIR 24.3 30.3 6.0 EA 18,720 18,720 6 VCP 244 1/1/1926 4 432912_432911 Total 21,276
432913_432912 LINING 9.5 15.5 6.0 ft 426 2,556 6 Lined VCP 83 1/1/1998 3 432913_432912 Total 2,556
432919_432920 POINT REPAIR 44.2 50.2 6.0 EA 18,720 18,720 6 Lined VCP 197 1/1/2001 3 432919_432920 Total 18,720
432921LH_432817 POINT REPAIR 8.275829 17.27583 9.0 EA 18,720 18,720 6 VCP 91 1/1/1950 5 432921LH_432817 Total 18,720
432922_432919 POINT REPAIR 262.4 268.4 6.0 EA 18,720 18,720 6 VCP 305 1/1/1940 4 432922_432919 Total 18,720
433008_433012 LINING 0 4.5 4.5 ft 426 1,917 6 VCP 256 1/1/1957 4 433008_433012 Total 1,917
433012_433015 POINT REPAIR 161.3 167.3 6.0 EA 18,720 18,720 6 VCP 350 1/1/1957 4 433012_433015 Total 18,720
433013_433013A POINT REPAIR 0 3.6 3.6 EA 18,720 18,720 6 VCP 272 1/1/1940 4 433013_433013A POINT REPAIR 56.5 62.5 6.0 EA 18,720 18,720 6 VCP 272 1/1/1940 4 433013_433013A Total 37,440
433013A_433012 POINT REPAIR 47.7 56.5 8.8 EA 18,720 18,720 6 VCP 272 1/1/1940 4 433013A_433012 Total 18,720
433016_431640 POINT REPAIR 182.8 188.8 6.0 EA 18,720 18,720 6 VCP 301 1/1/1950 4 433016_431640 Total 18,720
433020_433009 POINT REPAIR 74.99481 80.99481 6.0 EA 18,720 18,720 6 VCP 94 1/1/1940 4 433020_433009 Total 18,720
433022_431640 POINT REPAIR 12.02707 21.22707 9.2 EA 18,720 18,720 6 VCP 51 1/1/1950 4 433022_431640 Total 18,720
433101_433103 POINT REPAIR 58.02974 61.02974 3.0 EA 18,720 18,720 6 Lined VCP 61 1/1/2001 4 433101_433103 Total 18,720
433102_433101 POINT REPAIR 9.366543 15.36654 6.0 EA 18,720 18,720 6 HDPE 125 1/1/2003 3 433102_433101 POINT REPAIR 26.76654 32.76654 6.0 EA 18,720 18,720 6 HDPE 125 1/1/2003 3 433102_433101 Total 37,440
397
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 433106_433107 REPLACEMENT 0 75.68556 75.7 ft 620 46,925 6 PVC 76 3 1/1/1999 3 433106_433107 LATERAL REINSTATEMENT 7.7 7.7 0.0 0 0 6 PVC 76 0 1/1/1999 3 433106_433107 LATERAL REINSTATEMENT 76.7 75.68556 -1.0 0 0 6 PVC 76 0 1/1/1999 3 433106_433107 LATERAL REINSTATEMENT 78 75.68556 -2.3 0 0 6 PVC 76 0 1/1/1999 3 433106_433107 Total 46,925
433107_431712 POINT REPAIR 140 143.6806 3.7 EA 18,720 18,720 6 VCP 144 1/1/1920 4 433107_431712 Total 18,720
433109_431713 POINT REPAIR 149.4 155.4 6.0 EA 18,720 18,720 6 VCP 208 1/1/1950 3 433109_431713 Total 18,720
433113_433112 LINING 140.6 146.6 6.0 ft 426 2,556 6 Lined VCP 211 1/1/2001 4 433113_433112 POINT REPAIR 159.6 165.6 6.0 EA 18,720 18,720 6 Lined VCP 211 1/1/2001 4 433113_433112 Total 21,276
433117_433118 POINT REPAIR 60.33152 66.33152 6.0 EA 18,720 18,720 6 HDPE 198 1/1/2001 3 433117_433118 POINT REPAIR 113.5315 119.5315 6.0 EA 18,720 18,720 6 HDPE 198 1/1/2001 3 433117_433118 Total 37,440
433118_431714 POINT REPAIR 99 125.5 26.5 EA 18,720 18,720 6 VCP 221 1/1/1950 4 433118_431714 POINT REPAIR 139.8 145.8 6.0 EA 18,720 18,720 6 VCP 221 1/1/1950 4 433118_431714 Total 37,440
433201_431801 LINING 0 18 18.0 ft 426 7,668 6 VCP 129 1/1/1956 4 433201_431801 Total 7,668
433203_433202 LINING 81.4 87.4 6.0 ft 426 2,556 6 VCP 296 1/1/1956 4 433203_433202 LINING 287.3 293.3 6.0 ft 426 2,556 6 VCP 296 1/1/1956 4 433203_433202 Total 5,112
433204_433203 REPLACEMENT 0 224.4798 224.5 ft 620 139,177 6 Lined VCP 224 14 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 2.2 2.2 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 3.2 3.2 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 21.1 21.1 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 40.9 40.9 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 43.9 43.9 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 49.2 49.2 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 51 51 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 70 70 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 101 101 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 144.6 144.6 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 160.1 160.1 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 167.6 167.6 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 208.3 208.3 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 LATERAL REINSTATEMENT 215.3 215.3 0.0 0 0 6 Lined VCP 224 0 1/1/1995 4 433204_433203 Total 139,177
433205_433204 POINT REPAIR 2.4 8.4 6.0 EA 18,720 18,720 6 VCP 235 1/1/1956 4 433205_433204 POINT REPAIR 114.3 120.3 6.0 EA 18,720 18,720 6 VCP 235 1/1/1956 4 433205_433204 Total 37,440
433304_433303 POINT REPAIR 210.8 216.8 6.0 EA 18,720 18,720 6 Lined VCP 219 1/1/2002 4 433304_433303 Total 18,720
433310_433309 LINING 31.9 37.9 6.0 ft 426 2,556 6 VCP 193 1/1/1970 4 433310_433309 Total 2,556
433314_433313 LINING 16.1 22.1 6.0 ft 426 2,556 6 Lined VCP 187 1/1/1995 4 433314_433313 Total 2,556
433404_433405 POINT REPAIR 211.1668 217.1668 6.0 EA 22,440 22,440 8 HDPE 333 1/1/2003 3 433404_433405 Total 22,440
433418_433419 POINT REPAIR 131.8 137.8 6.0 EA 18,720 18,720 6 VCP 272 1/1/1950 4 398
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 433418_433419 POINT REPAIR 192.2 198.2 6.0 EA 18,720 18,720 6 VCP 272 1/1/1950 4 433418_433419 POINT REPAIR 239 245 6.0 EA 18,720 18,720 6 VCP 272 1/1/1950 4 433418_433419 Total 56,160
433421_433420 POINT REPAIR 0 4 4.0 EA 18,720 18,720 6 Lined VCP 398 1/1/2001 4 433421_433420 POINT REPAIR 10.5 18.3 7.8 EA 18,720 18,720 6 Lined VCP 398 1/1/2001 4 433421_433420 Total 37,440
433601_431303 REPLACEMENT 0 220.5157 220.5 ft 620 136,720 6 HDPE 221 4 1/1/2003 3 433601_431303 LATERAL REINSTATEMENT 151.5157 151.5157 0.0 0 0 6 HDPE 221 0 1/1/2003 3 433601_431303 LATERAL REINSTATEMENT 149.8157 149.8157 0.0 0 0 6 HDPE 221 0 1/1/2003 3 433601_431303 LATERAL REINSTATEMENT 94.51574 94.51574 0.0 0 0 6 HDPE 221 0 1/1/2003 3 433601_431303 LATERAL REINSTATEMENT 72.01574 72.01574 0.0 0 0 6 HDPE 221 0 1/1/2003 3 433601_431303 Total 136,720
433602_433601 POINT REPAIR 233.9 239.9 6.0 EA 18,720 18,720 6 Lined VCP 419 1/1/2001 3 433602_433601 Total 18,720
433603_433602 POINT REPAIR 44.7 50.7 6.0 EA 18,720 18,720 6 VCP 108 1/1/1960 3 433603_433602 Total 18,720
433604_433603 POINT REPAIR 83.2 89.2 6.0 EA 18,720 18,720 6 VCP 139 1/1/1960 4 433604_433603 Total 18,720
433702_433701 POINT REPAIR 39.8867 45.8867 6.0 EA 18,720 18,720 6 VCP 135 1/1/1960 4 433702_433701 Total 18,720
433703_433702 POINT REPAIR 0 3.5 3.5 EA 18,720 18,720 6 VCP 184 1/1/1960 4 433703_433702 Total 18,720
433704_433703 POINT REPAIR 64.7 70.7 6.0 EA 18,720 18,720 6 VCP 72 1/1/1960 4 433704_433703 Total 18,720
433718_433717 POINT REPAIR 278.1 281.448 3.3 EA 18,720 18,720 6 VCP 281 1/1/1960 3 433718_433717 Total 18,720
433727LH_433603 REPLACEMENT 0 142.9282 142.9 ft 620 88,615 6 VCP 143 7 1/1/1960 4 433727LH_433603 LATERAL REINSTATEMENT 138.7282 138.7282 0.0 0 0 6 VCP 143 0 1/1/1960 4 433727LH_433603 LATERAL REINSTATEMENT 128.7282 128.7282 0.0 0 0 6 VCP 143 0 1/1/1960 4 433727LH_433603 LATERAL REINSTATEMENT 79.42822 79.42822 0.0 0 0 6 VCP 143 0 1/1/1960 4 433727LH_433603 LATERAL REINSTATEMENT 11 11 0.0 0 0 6 VCP 143 0 1/1/1960 4 433727LH_433603 LATERAL REINSTATEMENT 28 28 0.0 0 0 6 VCP 143 0 1/1/1960 4 433727LH_433603 LATERAL REINSTATEMENT 42.1 42.1 0.0 0 0 6 VCP 143 0 1/1/1960 4 433727LH_433603 LATERAL REINSTATEMENT 73.8 73.8 0.0 0 0 6 VCP 143 0 1/1/1960 4 433727LH_433603 Total 88,615
440102_440103 POINT REPAIR 242.1632 254.3632 12.2 EA 18,720 18,720 6 VCP 324 1/1/1920 3 440102_440103 POINT REPAIR 277.7632 291.8632 14.1 EA 18,720 18,720 6 VCP 324 1/1/1920 3 440102_440103 POINT REPAIR 300.3632 316.5632 16.2 EA 18,720 18,720 6 VCP 324 1/1/1920 3 440102_440103 Total 56,160
440105_440115 POINT REPAIR 21 27 6.0 EA 18,720 18,720 6 HDPE 164 1/1/1998 3 440105_440115 Total 18,720
440109_440108 POINT REPAIR 60.30637 68.90637 8.6 EA 18,720 18,720 6 HDPE 227 1/1/2005 3 440109_440108 Total 18,720
440110_440109 POINT REPAIR 33.9 39.9 6.0 EA 18,720 18,720 6 VCP 122 1/1/1920 4 440110_440109 Total 18,720
440111_440112 POINT REPAIR 59.2 65.2 6.0 EA 18,720 18,720 6 VCP 147 1/1/1920 4 440111_440112 Total 18,720
440112_440113 POINT REPAIR 0 3.5 3.5 EA 18,720 18,720 6 VCP 159 1/1/1920 4 440112_440113 Total 18,720
440113_440114 LINING 1.9 7.9 6.0 ft 426 2,556 6 PVC 91 1/1/1920 3 440113_440114 POINT REPAIR 87.66528 90.66528 3.0 EA 18,720 18,720 6 PVC 91 1/1/1920 3 399
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 440113_440114 Total 21,276
440115_440116 POINT REPAIR 65.4 79.4 14.0 EA 18,720 18,720 6 VCP 114 1/1/1920 4 440115_440116 Total 18,720
440118_440143 POINT REPAIR 59.1 65.1 6.0 EA 18,720 18,720 6 Lined VCP 166 1/1/2019 3 440118_440143 Total 18,720
440120_440127 POINT REPAIR 114.578 120.578 6.0 EA 18,720 18,720 6 VCP 221 1/1/1920 4 440120_440127 POINT REPAIR 136.6779 142.6779 6.0 EA 18,720 18,720 6 VCP 221 1/1/1920 4 440120_440127 POINT REPAIR 161.878 169.278 7.4 EA 18,720 18,720 6 VCP 221 1/1/1920 4 440120_440127 Total 56,160
440125_440126 LINING 70.18256 76.18256 6.0 ft 426 2,556 6 VCP 123 1/1/1920 4 440125_440126 POINT REPAIR 117.1826 122.9826 5.8 EA 18,720 18,720 6 VCP 123 1/1/1920 4 440125_440126 Total 21,276
440126_440127 LINING 37.9 43.9 6.0 ft 426 2,556 6 Lined VCP 351 1/1/1995 4 440126_440127 LINING 225.1 231.1 6.0 ft 426 2,556 6 Lined VCP 351 1/1/1995 4 440126_440127 POINT REPAIR 28.2 34.2 6.0 EA 18,720 18,720 6 Lined VCP 351 1/1/1995 4 440126_440127 Total 23,832
440127_440143 POINT REPAIR 0 3.5 3.5 EA 18,720 18,720 6 VCP 226 1/1/1920 4 440127_440143 POINT REPAIR 20.4 35.1 14.7 EA 18,720 18,720 6 VCP 226 1/1/1920 4 440127_440143 POINT REPAIR 55.3 68 12.7 EA 18,720 18,720 6 VCP 226 1/1/1920 4 440127_440143 Total 56,160
440134_440135 POINT REPAIR 133.7 139.7 6.0 EA 18,720 18,720 6 Lined VCP 276 1/1/2007 4 440134_440135 POINT REPAIR 148.8 154.8 6.0 EA 18,720 18,720 6 Lined VCP 276 1/1/2007 4 440134_440135 Total 37,440
440137B_440137A LINING 219.3974 223.4974 4.1 ft 426 1,747 6 VCP 223 1/1/1999 3 440137B_440137A Total 1,747
440141_440140 LINING 84.4 90.4 6.0 ft 426 2,556 6 Lined VCP 233 1/1/1995 4 440141_440140 LINING 106.4 112.4 6.0 ft 426 2,556 6 Lined VCP 233 1/1/1995 4 440141_440140 POINT REPAIR 177.2 183.2 6.0 EA 18,720 18,720 6 Lined VCP 233 1/1/1995 4 440141_440140 Total 23,832
440143_440128 REPLACEMENT 0 206.9331 206.9 ft 620 128,298 6 VCP 207 8 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 30.6 30.6 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 81.8 81.8 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 89.9 89.9 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 206.5331 206.5331 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 183.6331 183.6331 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 170.0331 170.0331 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 138.4331 138.4331 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 LATERAL REINSTATEMENT 115.6331 115.6331 0.0 0 0 6 VCP 207 0 1/1/1920 4 440143_440128 Total 128,298
440202_440304 POINT REPAIR 170.6068 174.0068 3.4 EA 18,720 18,720 6 VCP 174 1/1/1920 4 440202_440304 Total 18,720
440206_440207 POINT REPAIR 0 4.3 4.3 EA 18,720 18,720 6 VCP 109 1/1/1920 4 440206_440207 Total 18,720
440208_440209 POINT REPAIR 80.7 86.7 6.0 EA 18,720 18,720 6 Lined VCP 94 1/1/1998 4 440208_440209 Total 18,720
440211_440207 LINING 62.83081 65.83081 3.0 ft 426 1,278 6 HDPE 66 1/1/2005 4 440211_440207 POINT REPAIR 62.83081 65.83081 3.0 EA 18,720 18,720 6 HDPE 66 1/1/2005 4 440211_440207 Total 19,998
440212_440211 LINING 21.04927 24.04927 3.0 ft 426 1,278 6 VCP 24 1/1/1920 4 440212_440211 Total 1,278
440214_440211 LINING 10.8 16.8 6.0 ft 426 2,556 6 VCP 171 1/1/1920 4 400
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 440214_440211 Total 2,556
440216_440104 POINT REPAIR 185.5 191.5 6.0 EA 18,720 18,720 6 VCP 220 1/1/1920 4 440216_440104 Total 18,720
440302_440301 LINING 33.9 52.9 19.0 ft 426 8,094 6 VCP 213 1/1/1920 4 440302_440301 Total 8,094
440304_440303 POINT REPAIR 0 3.1 3.1 EA 18,720 18,720 6 VCP 98 1/1/1920 4 440304_440303 Total 18,720
440307_442307 POINT REPAIR 75.6 81.6 6.0 EA 18,720 18,720 6 VCP 249 1/1/1920 4 440307_442307 Total 18,720
440309_440308 POINT REPAIR 34.8 40.8 6.0 EA 18,720 18,720 6 VCP 292 1/1/1920 4 440309_440308 Total 18,720
440310_440311 POINT REPAIR 36.1 42.1 6.0 EA 18,720 18,720 6 VCP 110 1/1/1920 4 440310_440311 Total 18,720
440311_440322 POINT REPAIR 84.08982 87.08982 3.0 EA 18,720 18,720 6 VCP 87 1/1/1920 4 440311_440322 Total 18,720
440313_440314 LINING 11.86637 17.86637 6.0 ft 426 2,556 6 Lined VCP 63 1/1/1998 3 440313_440314 Total 2,556
440315_440316 LINING 110.5 116.5 6.0 ft 426 2,556 6 VCP 218 1/1/1950 3 440315_440316 Total 2,556
440320_440208 POINT REPAIR 0 68.96261 69.0 EA 18,720 18,720 6 VCP 69 1/1/1920 4 440320_440208 Total 18,720
440323_440324 LINING 161.9396 164.9396 3.0 ft 426 1,278 6 VCP 165 1/1/1920 4 440323_440324 POINT REPAIR 70.5 76.5 6.0 EA 18,720 18,720 6 VCP 165 1/1/1920 4 440323_440324 POINT REPAIR 117.8 123.8 6.0 EA 18,720 18,720 6 VCP 165 1/1/1920 4 440323_440324 Total 38,718
440324_440325 POINT REPAIR 13.9 19.9 6.0 EA 18,720 18,720 6 Lined VCP 279 1/1/1998 3 440324_440325 POINT REPAIR 240.3 254.6 14.3 EA 18,720 18,720 6 Lined VCP 279 1/1/1998 3 440324_440325 Total 37,440
440325A_440209 POINT REPAIR 30.3 52.5 22.2 EA 18,720 18,720 6 VCP 253 1/1/1920 4 440325A_440209 POINT REPAIR 61.8 71.1 9.3 EA 18,720 18,720 6 VCP 253 1/1/1920 4 440325A_440209 POINT REPAIR 129.3 135.3 6.0 EA 18,720 18,720 6 VCP 253 1/1/1920 4 440325A_440209 Total 56,160
440407_440404 REPLACEMENT 0 56.90607 56.9 ft 620 35,282 6 VCP 57 1 1/1/1920 4 440407_440404 LATERAL REINSTATEMENT 50.30607 50.30607 0.0 0 0 6 VCP 57 0 1/1/1920 4 440407_440404 Total 35,282
440414_440136 LINING 91.2 97.2 6.0 ft 426 2,556 6 VCP 220 1/1/1920 4 440414_440136 POINT REPAIR 12.8 19.8 7.0 EA 18,720 18,720 6 VCP 220 1/1/1920 4 440414_440136 Total 21,276
440415_440414 LINING 53.8 59.8 6.0 ft 426 2,556 6 VCP 104 1/1/1920 4 440415_440414 Total 2,556
440416_440415 REPLACEMENT 0 67.89318 67.9 ft 620 42,094 6 HDPE 68 0 1/1/2005 3 440416_440415 Total 42,094
440418_440417 REPLACEMENT 0 128.1863 128.2 ft 620 79,475 6 VCP 128 3 1/1/1920 4 440418_440417 LATERAL REINSTATEMENT 14 14 0.0 0 0 6 VCP 128 0 1/1/1920 4 440418_440417 LATERAL REINSTATEMENT 29.3 29.3 0.0 0 0 6 VCP 128 0 1/1/1920 4 440418_440417 LATERAL REINSTATEMENT 58.6 58.6 0.0 0 0 6 VCP 128 0 1/1/1920 4 440418_440417 Total 79,475
440420A_440418 POINT REPAIR 244.5 250.5 6.0 EA 18,720 18,720 6 VCP 269 1/1/1999 4 440420A_440418 Total 18,720
440421_440420A REPLACEMENT 0 52.59788 52.6 ft 620 32,611 6 Lined VCP 53 0 1/1/1995 4 440421_440420A Total 32,611
401
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 440422_440421 POINT REPAIR 26.79671 32.79671 6.0 EA 18,720 18,720 6 Lined VCP 149 1/1/1995 4 440422_440421 POINT REPAIR 92.89671 98.89671 6.0 EA 18,720 18,720 6 Lined VCP 149 1/1/1995 4 440422_440421 Total 37,440
440425_440427 POINT REPAIR 6.8 12.8 6.0 EA 18,720 18,720 6 VCP 79 1/1/1920 3 440425_440427 Total 18,720
440426LH_440425 POINT REPAIR 4.515259 10.51526 6.0 EA 18,720 18,720 6 VCP 49 1/1/1920 4 440426LH_440425 Total 18,720
440427_440428 REPLACEMENT 0 68.42231 68.4 ft 620 42,422 6 VCP 68 0 1/1/1920 4 440427_440428 Total 42,422
440428_440429 POINT REPAIR 53.22231 59.22231 6.0 EA 18,720 18,720 6 VCP 68 1/1/1920 4 440428_440429 Total 18,720
440429_440417 LINING 80.98555 86.98555 6.0 ft 426 2,556 6 VCP 159 1/1/1920 4 440429_440417 POINT REPAIR 61.08554 67.08554 6.0 EA 18,720 18,720 6 VCP 159 1/1/1920 4 440429_440417 POINT REPAIR 122.9855 128.9855 6.0 EA 18,720 18,720 6 VCP 159 1/1/1920 4 440429_440417 Total 39,996
440431_440129 POINT REPAIR 21.6 27.6 6.0 EA 18,720 18,720 6 HDPE 134 1/1/2005 4 440431_440129 POINT REPAIR 130.4 133.6136 3.2 EA 18,720 18,720 6 HDPE 134 1/1/2005 4 440431_440129 Total 37,440
440504_440503 POINT REPAIR 0 5.3 5.3 EA 18,720 18,720 6 Lined VCP 155 1/1/1995 4 440504_440503 Total 18,720
440505_440514 POINT REPAIR 35 41 6.0 EA 18,720 18,720 6 Lined VCP 151 1/1/1995 4 440505_440514 Total 18,720
440506_440505 POINT REPAIR 124.6 134.4286 9.8 EA 18,720 18,720 6 HDPE 134 1/1/2003 3 440506_440505 Total 18,720
440511_440510 LINING 83.06692 92.56692 9.5 ft 426 4,047 6 Lined VCP 102 1/1/2005 4 440511_440510 POINT REPAIR 0.86692 6.86692 6.0 EA 18,720 18,720 6 Lined VCP 102 1/1/2005 4 440511_440510 Total 22,767
440518_440553 POINT REPAIR 90.9 96.9 6.0 EA 18,720 18,720 6 Lined VCP 98 1/1/2005 4 440518_440553 Total 18,720
440521_440813 POINT REPAIR 52.1 58.1 6.0 EA 18,720 18,720 6 Lined VCP 101 1/1/1995 3 440521_440813 POINT REPAIR 94 100 6.0 EA 18,720 18,720 6 Lined VCP 101 1/1/1995 3 440521_440813 Total 37,440
440528_440527 POINT REPAIR 0 10.2 10.2 EA 18,720 18,720 6 Lined VCP 102 1/1/2005 3 440528_440527 POINT REPAIR 80.2 100.3477 20.1 EA 18,720 18,720 6 Lined VCP 102 1/1/2005 3 440528_440527 Total 37,440
440530_440833 POINT REPAIR 56.9 62.9 6.0 EA 18,720 18,720 6 HDPE 188 1/1/2005 3 440530_440833 Total 18,720
440531_440532 LINING 98.8 104.8 6.0 ft 426 2,556 6 Lined VCP 122 1/1/2005 3 440531_440532 Total 2,556
440537_440542 REPLACEMENT 0 130.1565 130.2 ft 620 80,697 6 VCP 130 4 1/1/1960 4 440537_440542 LATERAL REINSTATEMENT 104.1565 104.1565 0.0 0 0 6 VCP 130 0 1/1/1960 4 440537_440542 LATERAL REINSTATEMENT 82.15651 82.15651 0.0 0 0 6 VCP 130 0 1/1/1960 4 440537_440542 LATERAL REINSTATEMENT 35.15651 35.15651 0.0 0 0 6 VCP 130 0 1/1/1960 4 440537_440542 LATERAL REINSTATEMENT 3.156509 3.156509 0.0 0 0 6 VCP 130 0 1/1/1960 4 440537_440542 Total 80,697
440544_440545 POINT REPAIR 244.5 247.91 3.4 EA 18,720 18,720 6 VCP 248 1/1/1960 4 440544_440545 Total 18,720
440547_440532 POINT REPAIR 201.4 202.4 1.0 EA 18,720 18,720 6 Lined VCP 202 1/1/2007 4 440547_440532 Total 18,720
440550_440551 REPLACEMENT 0 242.8889 242.9 ft 620 150,591 6 VCP 243 8 1/1/1920 3 440550_440551 LATERAL REINSTATEMENT 230.2889 230.2889 0.0 0 0 6 VCP 243 0 1/1/1920 3 402
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 440550_440551 LATERAL REINSTATEMENT 199.7889 199.7889 0.0 0 0 6 VCP 243 0 1/1/1920 3 440550_440551 LATERAL REINSTATEMENT 191.3889 191.3889 0.0 0 0 6 VCP 243 0 1/1/1920 3 440550_440551 LATERAL REINSTATEMENT 142.3889 142.3889 0.0 0 0 6 VCP 243 0 1/1/1920 3 440550_440551 LATERAL REINSTATEMENT 118.0889 118.0889 0.0 0 0 6 VCP 243 0 1/1/1920 3 440550_440551 LATERAL REINSTATEMENT 91.4889 91.4889 0.0 0 0 6 VCP 243 0 1/1/1920 3 440550_440551 LATERAL REINSTATEMENT 43.0889 43.0889 0.0 0 0 6 VCP 243 0 1/1/1920 3 440550_440551 LATERAL REINSTATEMENT 23.4889 23.4889 0.0 0 0 6 VCP 243 0 1/1/1920 3 440550_440551 Total 150,591
440551_440613 POINT REPAIR 65.4 71.4 6.0 EA 18,720 18,720 6 VCP 99 1/1/1920 3 440551_440613 Total 18,720
440557_440516 REPLACEMENT 0 265.3303 265.3 ft 620 164,505 6 VCP 265 3 1/1/1920 4 440557_440516 LATERAL REINSTATEMENT 2.4 2.4 0.0 0 0 6 VCP 265 0 1/1/1920 4 440557_440516 LATERAL REINSTATEMENT 163.7 163.7 0.0 0 0 6 VCP 265 0 1/1/1920 4 440557_440516 LATERAL REINSTATEMENT 166 166 0.0 0 0 6 VCP 265 0 1/1/1920 4 440557_440516 Total 164,505
440609_440607 POINT REPAIR 162.1 168.1 6.0 EA 18,720 18,720 6 VCP 190 1/1/1960 3 440609_440607 Total 18,720
440610_440609 POINT REPAIR 0 4.9 4.9 EA 18,720 18,720 6 VCP 378 1/1/1960 4 440610_440609 Total 18,720
440613_440613A REPLACEMENT 0 454.4098 454.4 ft 620 281,734 6 VCP 454 20 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 442.0098 442.0098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 438.9098 438.9098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 392.5098 392.5098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 384.1098 384.1098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 339.6098 339.6098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 304.2098 304.2098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 291.5098 291.5098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 278.6098 278.6098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 241.6098 241.6098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 227.2098 227.2098 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 23.5 23.5 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 39.5 39.5 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 73.8 73.8 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 89.8 89.8 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 101.9 101.9 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 140.9 140.9 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 183.5 183.5 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 189.9 189.9 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 235.1 235.1 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A LATERAL REINSTATEMENT 238.4 238.4 0.0 0 0 6 VCP 454 0 1/1/1920 4 440613_440613A Total 281,734
440613A_440602 LINING 64.56849 70.56849 6.0 ft 426 2,556 6 VCP 310 1/1/1920 4 440613A_440602 Total 2,556
440614_440615 POINT REPAIR 3.5 9.5 6.0 EA 18,720 18,720 6 PVC 361 1/1/1995 3 440614_440615 Total 18,720
440616_440609 POINT REPAIR 36.6 42.6 6.0 EA 18,720 18,720 6 VCP 165 1/1/1960 3 440616_440609 Total 18,720
440618_440617 REPLACEMENT 0 227.6391 227.6 ft 620 141,136 6 Lined VCP 228 5 1/1/1995 3 440618_440617 LATERAL REINSTATEMENT 17.8 17.8 0.0 0 0 6 Lined VCP 228 0 1/1/1995 3 440618_440617 LATERAL REINSTATEMENT 86.9 86.9 0.0 0 0 6 Lined VCP 228 0 1/1/1995 3 440618_440617 LATERAL REINSTATEMENT 137.5 137.5 0.0 0 0 6 Lined VCP 228 0 1/1/1995 3 403
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 440618_440617 LATERAL REINSTATEMENT 142.6 142.6 0.0 0 0 6 Lined VCP 228 0 1/1/1995 3 440618_440617 LATERAL REINSTATEMENT 214.4391 214.4391 0.0 0 0 6 Lined VCP 228 0 1/1/1995 3 440618_440617 Total 141,136
440619_440618 REPLACEMENT 0 214.899 214.9 ft 620 133,237 6 VCP 215 6 1/1/1960 3 440619_440618 LATERAL REINSTATEMENT 13 13 0.0 0 0 6 VCP 215 0 1/1/1960 3 440619_440618 LATERAL REINSTATEMENT 39 39 0.0 0 0 6 VCP 215 0 1/1/1960 3 440619_440618 LATERAL REINSTATEMENT 81 81 0.0 0 0 6 VCP 215 0 1/1/1960 3 440619_440618 LATERAL REINSTATEMENT 138 138 0.0 0 0 6 VCP 215 0 1/1/1960 3 440619_440618 LATERAL REINSTATEMENT 140 140 0.0 0 0 6 VCP 215 0 1/1/1960 3 440619_440618 LATERAL REINSTATEMENT 192 192 0.0 0 0 6 VCP 215 0 1/1/1960 3 440619_440618 Total 133,237
440620_440619 POINT REPAIR 0.1 12.7 12.6 EA 18,720 18,720 6 PVC 188 1/1/1993 3 440620_440619 POINT REPAIR 21.4 27.4 6.0 EA 18,720 18,720 6 PVC 188 1/1/1993 3 440620_440619 Total 37,440
440621_440620 POINT REPAIR 103.4 108.5476 5.1 EA 18,720 18,720 6 VCP 109 1/1/1960 3 440621_440620 Total 18,720
440623_440626 POINT REPAIR 0.7 6.7 6.0 EA 18,720 18,720 6 Lined VCP 106 1/1/1995 3 440623_440626 Total 18,720
440627LH_440626 POINT REPAIR 83.38341 89.38341 6.0 EA 18,720 18,720 6 VCP 95 1/1/1950 4 440627LH_440626 Total 18,720
440628_440629 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 Lined VCP 205 1/1/1995 4 440628_440629 POINT REPAIR 95.6 106.9 11.3 EA 18,720 18,720 6 Lined VCP 205 1/1/1995 4 440628_440629 POINT REPAIR 152.2 158.2 6.0 EA 18,720 18,720 6 Lined VCP 205 1/1/1995 4 440628_440629 Total 56,160
440629_440635 POINT REPAIR 134.5 140.5 6.0 EA 18,720 18,720 6 Lined VCP 143 1/1/1995 3 440629_440635 Total 18,720
440630_440629 POINT REPAIR 8 17 9.0 EA 18,720 18,720 6 VCP 126 1/1/1950 4 440630_440629 Total 18,720
440631_440632 POINT REPAIR 55.23163 61.23163 6.0 EA 18,720 18,720 6 VCP 108 1/1/1950 4 440631_440632 POINT REPAIR 93.13164 99.13164 6.0 EA 18,720 18,720 6 VCP 108 1/1/1950 4 440631_440632 Total 37,440
440701_440702 LINING 21.6 27.6 6.0 ft 426 2,556 6 VCP 80 1/1/1950 4 440701_440702 Total 2,556
440702_440703 POINT REPAIR 132.7 138.7 6.0 EA 18,720 18,720 6 VCP 202 1/1/1950 4 440702_440703 Total 18,720
440703_440704 POINT REPAIR 0 3.8 3.8 EA 18,720 18,720 6 VCP 140 1/1/1950 4 440703_440704 Total 18,720
440704_440705 POINT REPAIR 15.4 21.4 6.0 EA 18,720 18,720 6 VCP 142 1/1/1950 4 440704_440705 POINT REPAIR 126.1 132.1 6.0 EA 18,720 18,720 6 VCP 142 1/1/1950 4 440704_440705 POINT REPAIR 136.2 141.9921 5.8 EA 18,720 18,720 6 VCP 142 1/1/1950 4 440704_440705 Total 56,160
440705_440706 LINING 34.2 40.2 6.0 ft 426 2,556 6 VCP 250 1/1/1950 4 440705_440706 Total 2,556
440706_443314 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 Lined VCP 170 1/1/1950 4 440706_443314 POINT REPAIR 110.4 116.4 6.0 EA 18,720 18,720 6 Lined VCP 170 1/1/1950 4 440706_443314 POINT REPAIR 167.1722 170.1722 3.0 EA 18,720 18,720 6 Lined VCP 170 1/1/1950 4 440706_443314 Total 56,160
440712_440713 POINT REPAIR 35 41 6.0 EA 18,720 18,720 6 Lined VCP 146 1/1/2019 3 440712_440713 POINT REPAIR 142.6976 145.6976 3.0 EA 18,720 18,720 6 Lined VCP 146 1/1/2019 3 440712_440713 Total 37,440
440722_440721 POINT REPAIR 6.734835 23.83483 17.1 EA 18,720 18,720 6 PVC 105 1/1/1993 3 404
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 440722_440721 POINT REPAIR 32.33483 38.33483 6.0 EA 18,720 18,720 6 PVC 105 1/1/1993 3 440722_440721 Total 37,440
440725_440726 POINT REPAIR 65.9 71.9 6.0 EA 18,720 18,720 6 PVC 276 1/1/1950 3 440725_440726 Total 18,720
440734_440735 POINT REPAIR 44.4 50.4 6.0 EA 18,720 18,720 6 VCP 53 1/1/1950 4 440734_440735 Total 18,720
440803_432529 POINT REPAIR 104 110 6.0 EA 18,720 18,720 6 VCP 131 1/1/1920 4 440803_432529 Total 18,720
440809_440808 LINING 83.7 89.7 6.0 ft 426 2,556 6 Lined VCP 110 1/1/2005 3 440809_440808 Total 2,556
440822LH_440823 REPLACEMENT 0 81.44729 81.4 ft 620 50,497 6 VCP 81 3 1/1/1920 4 440822LH_440823 LATERAL REINSTATEMENT 58.04729 58.04729 0.0 0 0 6 VCP 81 0 1/1/1920 4 440822LH_440823 LATERAL REINSTATEMENT 53.84729 53.84729 0.0 0 0 6 VCP 81 0 1/1/1920 4 440822LH_440823 LATERAL REINSTATEMENT 11.94729 11.94729 0.0 0 0 6 VCP 81 0 1/1/1920 4 440822LH_440823 Total 50,497
440823_440824 POINT REPAIR 32.7 42.2 9.5 EA 18,720 18,720 6 VCP 160 1/1/1920 4 440823_440824 Total 18,720
440824_440826 POINT REPAIR 2.002214 8.202211 6.2 EA 18,720 18,720 6 PVC 146 1/1/1993 3 440824_440826 POINT REPAIR 126.4022 136.8022 10.4 EA 18,720 18,720 6 PVC 146 1/1/1993 3 440824_440826 Total 37,440
440825_440141 POINT REPAIR 3.516862 9.516862 6.0 EA 18,720 18,720 6 VCP 114 1/1/1920 4 440825_440141 Total 18,720
440832_440639 POINT REPAIR 89.46011 101.2601 11.8 EA 18,720 18,720 6 VCP 161 1/1/1920 4 440832_440639 Total 18,720
440833_440829 LINING 44.27707 47.27707 3.0 ft 426 1,278 6 HDPE 47 1/1/1991 3 440833_440829 Total 1,278
440834_440804 POINT REPAIR 95.09595 101.0959 6.0 EA 18,720 18,720 6 Lined VCP 103 1/1/2005 3 440834_440804 Total 18,720
440901_440902 LINING 135.3 141.3 6.0 ft 510 3,060 10 PVC 245 1/1/1980 3 440901_440902 Total 3,060
440904_440403 REPLACEMENT 0 300.681 300.7 ft 620 186,422 6 VCP 301 13 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 9.3 9.3 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 79.8 79.8 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 84.3 84.3 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 123.1 123.1 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 128.9 128.9 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 186.4 186.4 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 191.8 191.8 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 230.8 230.8 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 236.7 236.7 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 268 268 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 285.9 285.9 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 291.2 291.2 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 LATERAL REINSTATEMENT 293.4 293.4 0.0 0 0 6 VCP 301 0 1/1/1980 4 440904_440403 Total 186,422
440905_440904 POINT REPAIR 67.9 73.9 6.0 EA 18,720 18,720 6 VCP 166 1/1/1980 3 440905_440904 Total 18,720
441002_441004 REPLACEMENT 0 170.6825 170.7 ft 620 105,823 6 Lined VCP 171 2 1/1/1998 4 441002_441004 LATERAL REINSTATEMENT 70.4 70.4 0.0 0 0 6 Lined VCP 171 0 1/1/1998 4 441002_441004 LATERAL REINSTATEMENT 100.1 100.1 0.0 0 0 6 Lined VCP 171 0 1/1/1998 4 441002_441004 Total 105,823
405
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 441017_441016 POINT REPAIR 75.7 82.63857 6.9 EA 18,720 18,720 6 VCP 83 1/1/1950 4 441017_441016 Total 18,720
441018_441019 REPLACEMENT 0 60.70556 60.7 ft 620 37,637 6 VCP 61 1 1/1/1950 4 441018_441019 LATERAL REINSTATEMENT 5.3 5.3 0.0 0 0 6 VCP 61 0 1/1/1950 4 441018_441019 Total 37,637
441019_441401 POINT REPAIR 0 4.9 4.9 EA 18,720 18,720 6 HDPE 130 1/1/2005 3 441019_441401 POINT REPAIR 17.1 23.1 6.0 EA 18,720 18,720 6 HDPE 130 1/1/2005 3 441019_441401 POINT REPAIR 97.4 103.4 6.0 EA 18,720 18,720 6 HDPE 130 1/1/2005 3 441019_441401 Total 56,160
441024_441023 LINING 64.4 70.4 6.0 ft 426 2,556 6 VCP 160 1/1/1970 4 441024_441023 Total 2,556
441105_441114 REPLACEMENT 0 274.2214 274.2 ft 620 170,017 6 Lined VCP 274 5 1/1/2005 4 441105_441114 LATERAL REINSTATEMENT 30.2 30.2 0.0 0 0 6 Lined VCP 274 0 1/1/2005 4 441105_441114 LATERAL REINSTATEMENT 78.1 78.1 0.0 0 0 6 Lined VCP 274 0 1/1/2005 4 441105_441114 LATERAL REINSTATEMENT 126.2 126.2 0.0 0 0 6 Lined VCP 274 0 1/1/2005 4 441105_441114 LATERAL REINSTATEMENT 176.2 176.2 0.0 0 0 6 Lined VCP 274 0 1/1/2005 4 441105_441114 LATERAL REINSTATEMENT 227.3 227.3 0.0 0 0 6 Lined VCP 274 0 1/1/2005 4 441105_441114 Total 170,017
441106LH_441107 POINT REPAIR 80.22326 90.32326 10.1 EA 18,720 18,720 6 VCP 127 1/1/1950 3 441106LH_441107 Total 18,720
441107_441108 POINT REPAIR 66.66599 69.66599 3.0 EA 18,720 18,720 6 PVC 70 1/1/2002 3 441107_441108 Total 18,720
441109_441110 POINT REPAIR 156.3 162.3 6.0 EA 18,720 18,720 6 Lined VCP 247 1/1/2006 4 441109_441110 POINT REPAIR 185.2 191.2 6.0 EA 18,720 18,720 6 Lined VCP 247 1/1/2006 4 441109_441110 Total 37,440
441111_441108 POINT REPAIR 73.2 79.2 6.0 EA 18,720 18,720 6 HDPE 80 1/1/2005 4 441111_441108 Total 18,720
441115LH_441114 POINT REPAIR 39.3 45.3 6.0 EA 18,720 18,720 6 VCP 182 1/1/1950 3 441115LH_441114 Total 18,720
441116_441115LH REPLACEMENT 0 81.34352 81.3 ft 620 50,433 6 HDPE 81 2 1/1/2005 3 441116_441115LH LATERAL REINSTATEMENT 3.8 3.8 0.0 0 0 6 HDPE 81 0 1/1/2005 3 441116_441115LH LATERAL REINSTATEMENT 61.4 61.4 0.0 0 0 6 HDPE 81 0 1/1/2005 3 441116_441115LH Total 50,433
441129LH_441128 POINT REPAIR 89.94751 95.94751 6.0 EA 18,720 18,720 6 HDPE 189 1/1/1993 4 441129LH_441128 POINT REPAIR 137.4475 143.4475 6.0 EA 18,720 18,720 6 HDPE 189 1/1/1993 4 441129LH_441128 Total 37,440
441131_441130 POINT REPAIR 37.9 43.9 6.0 EA 18,720 18,720 6 HDPE 203 1/1/2005 4 441131_441130 POINT REPAIR 109.1 115.1 6.0 EA 18,720 18,720 6 HDPE 203 1/1/2005 4 441131_441130 POINT REPAIR 175.8 181.8 6.0 EA 18,720 18,720 6 HDPE 203 1/1/2005 4 441131_441130 Total 56,160
441133_441130 POINT REPAIR 207.9 213.9 6.0 EA 18,720 18,720 6 VCP 298 1/1/1950 4 441133_441130 Total 18,720
441202_440622 REPLACEMENT 0 194.1644 194.2 ft 620 120,382 6 VCP 194 4 1/1/1950 4 441202_440622 LATERAL REINSTATEMENT 150.0644 150.0644 0.0 0 0 6 VCP 194 0 1/1/1950 4 441202_440622 LATERAL REINSTATEMENT 125.6644 125.6644 0.0 0 0 6 VCP 194 0 1/1/1950 4 441202_440622 LATERAL REINSTATEMENT 108.8644 108.8644 0.0 0 0 6 VCP 194 0 1/1/1950 4 441202_440622 LATERAL REINSTATEMENT 57.16438 57.16438 0.0 0 0 6 VCP 194 0 1/1/1950 4 441202_440622 Total 120,382
441204_441205 REPLACEMENT 0 76.61993 76.6 ft 620 47,504 6 VCP 77 3 1/1/1950 4 441204_441205 LATERAL REINSTATEMENT 40.4 40.4 0.0 0 0 6 VCP 77 0 1/1/1950 4 441204_441205 LATERAL REINSTATEMENT 76.61993 76.61993 0.0 0 0 6 VCP 77 0 1/1/1950 4 406
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 441204_441205 LATERAL REINSTATEMENT 76.61993 76.61993 0.0 0 0 6 VCP 77 0 1/1/1950 4 441204_441205 Total 47,504
441212_441007 POINT REPAIR 0 61.85156 61.9 EA 18,720 18,720 6 HDPE 62 1/1/2005 4 441212_441007 Total 18,720
441307ALH_441307 REPLACEMENT 0 78 78.0 ft 620 48,360 6 VCP 78 0 1/1/1970 4 441307ALH_441307 Total 48,360
441310_441311 REPLACEMENT 0 168.7283 168.7 ft 620 104,612 6 VCP 169 1 1/1/1940 4 441310_441311 LATERAL REINSTATEMENT 119.2283 119.2283 0.0 0 0 6 VCP 169 0 1/1/1940 4 441310_441311 Total 104,612
441311_441301 REPLACEMENT 0 29.22308 29.2 ft 620 18,118 6 PVC 29 0 1/1/1991 3 441311_441301 Total 18,118
441312_441310 REPLACEMENT 0 154.5807 154.6 ft 620 95,840 6 VCP 155 3 1/1/1940 4 441312_441310 LATERAL REINSTATEMENT 37 37 0.0 0 0 6 VCP 155 0 1/1/1940 4 441312_441310 LATERAL REINSTATEMENT 89 89 0.0 0 0 6 VCP 155 0 1/1/1940 4 441312_441310 LATERAL REINSTATEMENT 115 115 0.0 0 0 6 VCP 155 0 1/1/1940 4 441312_441310 Total 95,840
441313LH_441310 REPLACEMENT 0 163.7553 163.8 ft 620 101,528 6 VCP 164 2 1/1/1940 4 441313LH_441310 LATERAL REINSTATEMENT 5 5 0.0 0 0 6 VCP 164 0 1/1/1940 4 441313LH_441310 LATERAL REINSTATEMENT 108 108 0.0 0 0 6 VCP 164 0 1/1/1940 4 441313LH_441310 Total 101,528
441401_441022 LINING 68 74 6.0 ft 426 2,556 6 VCP 115 1/1/1940 4 441401_441022 POINT REPAIR 0 4.3 4.3 EA 18,720 18,720 6 VCP 115 1/1/1940 4 441401_441022 POINT REPAIR 29.6 35.6 6.0 EA 18,720 18,720 6 VCP 115 1/1/1940 4 441401_441022 Total 39,996
441402_441402A POINT REPAIR 0 11.8 11.8 EA 18,720 18,720 6 Lined VCP 202 1/1/2006 4 441402_441402A POINT REPAIR 48.2 54.2 6.0 EA 18,720 18,720 6 Lined VCP 202 1/1/2006 4 441402_441402A Total 37,440
441402A_441403 REPLACEMENT 0 201.5874 201.6 ft 620 124,984 6 PVC 202 1 1/1/2003 3 441402A_441403 LATERAL REINSTATEMENT 5.5 5.5 0.0 0 0 6 PVC 202 0 1/1/2003 3 441402A_441403 Total 124,984
441403_441404 LINING 0.5 6.5 6.0 ft 426 2,556 6 VCP 196 1/1/1940 4 441403_441404 LINING 77.9 83.9 6.0 ft 426 2,556 6 VCP 196 1/1/1940 4 441403_441404 POINT REPAIR 165.4 171.4 6.0 EA 18,720 18,720 6 VCP 196 1/1/1940 4 441403_441404 Total 23,832
441409BLH_441409B POINT REPAIR 18.06374 24.06374 6.0 EA 18,720 18,720 6 VCP 146 1/1/1940 4 441409BLH_441409B POINT REPAIR 118.0637 127.0637 9.0 EA 18,720 18,720 6 VCP 146 1/1/1940 4 441409BLH_441409B Total 37,440
441419_441420A REPLACEMENT 0 5.386684 5.4 ft 620 3,340 6 VCP 5 0 1/1/1940 4 441419_441420A Total 3,340
441420_441420A POINT REPAIR 48.4 54.4 6.0 EA 18,720 18,720 6 VCP 59 1/1/1940 3 441420_441420A Total 18,720
441505A_441503 POINT REPAIR 312.7 318.7 6.0 EA 27,240 27,240 12 HDPE 329 1/1/1999 3 441505A_441503 Total 27,240
441506_441505 POINT REPAIR 101.1 170.7 69.6 EA 22,440 22,440 8 PVC 250 1/1/1999 3 441506_441505 POINT REPAIR 180.2 249.5386 69.3 EA 22,440 22,440 8 PVC 250 1/1/1999 3 441506_441505 Total 44,880
441508_441507 REPLACEMENT 0 326.6358 326.6 ft 620 202,514 6 HDPE 327 4 1/1/2005 3 441508_441507 LATERAL REINSTATEMENT 150.1 150.1 0.0 0 0 6 HDPE 327 0 1/1/2005 3 441508_441507 LATERAL REINSTATEMENT 201.1 201.1 0.0 0 0 6 HDPE 327 0 1/1/2005 3 441508_441507 LATERAL REINSTATEMENT 248.3 248.3 0.0 0 0 6 HDPE 327 0 1/1/2005 3 441508_441507 LATERAL REINSTATEMENT 250.1 250.1 0.0 0 0 6 HDPE 327 0 1/1/2005 3 407
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 441508_441507 Total 202,514
441511_441505 POINT REPAIR 8.8 14.8 6.0 EA 18,720 18,720 6 VCP 154 1/1/1940 4 441511_441505 Total 18,720
441601_441712 POINT REPAIR 299.9076 305.6076 5.7 EA 22,440 22,440 8 Lined VCP 306 1/1/1998 4 441601_441712 Total 22,440
441701_441420 LINING 99.7 105.7 6.0 ft 426 2,556 6 VCP 272 1/1/1940 4 441701_441420 POINT REPAIR 6.9 12.9 6.0 EA 18,720 18,720 6 VCP 272 1/1/1940 4 441701_441420 POINT REPAIR 264.8 270.8 6.0 EA 18,720 18,720 6 VCP 272 1/1/1940 4 441701_441420 Total 39,996
441702_441703 POINT REPAIR 17.4 42.3 24.9 EA 18,720 18,720 6 VCP 158 1/1/1940 4 441702_441703 Total 18,720
441703_441704 POINT REPAIR 0 5 5.0 EA 18,720 18,720 6 VCP 132 1/1/1940 4 441703_441704 Total 18,720
441704_441705 LINING 67.8 73.8 6.0 ft 426 2,556 6 Lined VCP 267 1/1/2005 4 441704_441705 POINT REPAIR 130 136 6.0 EA 18,720 18,720 6 Lined VCP 267 1/1/2005 4 441704_441705 POINT REPAIR 257.3 266.3 9.0 EA 18,720 18,720 6 Lined VCP 267 1/1/2005 4 441704_441705 Total 39,996
441705_441509 POINT REPAIR 93.9 99.9 6.0 EA 18,720 18,720 6 VCP 121 1/1/1940 4 441705_441509 Total 18,720
441710_441713 POINT REPAIR 20.2 35.1 14.9 EA 22,440 22,440 8 Lined VCP 112 1/1/2005 3 441710_441713 Total 22,440
441713_441506 LINING 174 180 6.0 ft 558 3,348 12 VCP 323 1/1/1950 4 441713_441506 POINT REPAIR 181.4 201.4 20.0 EA 27,240 27,240 12 VCP 323 1/1/1950 4 441713_441506 POINT REPAIR 240.8 321.9 81.1 EA 27,240 27,240 12 VCP 323 1/1/1950 4 441713_441506 Total 57,828
441805_441804 REPLACEMENT 0 142.7127 142.7 ft 620 88,482 6 Lined VCP 143 1 1/1/2005 4 441805_441804 LATERAL REINSTATEMENT 71.7 71.7 0.0 0 0 6 Lined VCP 143 0 1/1/2005 4 441805_441804 Total 88,482
441806_441805 POINT REPAIR 171.8 177.8 6.0 EA 18,720 18,720 6 VCP 182 1/1/1980 4 441806_441805 Total 18,720
441809_441808 LINING 92.15416 98.15416 6.0 ft 426 2,556 6 PVC 159 1/1/1993 3 441809_441808 LINING 122.7542 135.2542 12.5 ft 426 5,325 6 PVC 159 1/1/1993 3 441809_441808 Total 7,881
441810_441809 POINT REPAIR 56 62 6.0 EA 18,720 18,720 6 Lined VCP 230 1/1/1995 4 441810_441809 POINT REPAIR 80.90626 86.90626 6.0 EA 18,720 18,720 6 Lined VCP 230 1/1/1995 4 441810_441809 Total 37,440
441812_441811 LINING 62.1 68.1 6.0 ft 426 2,556 6 PVC 217 1/1/1993 3 441812_441811 POINT REPAIR 148.9 166.8 17.9 EA 18,720 18,720 6 PVC 217 1/1/1993 3 441812_441811 Total 21,276
441817_441819 POINT REPAIR 78 91.6 13.6 EA 18,720 18,720 6 HDPE 153 1/1/1993 4 441817_441819 Total 18,720
441821_441820 REPLACEMENT 0 66.92068 66.9 ft 620 41,491 6 VCP 67 2 1/1/1980 3 441821_441820 LATERAL REINSTATEMENT 39.1 39.1 0.0 0 0 6 VCP 67 0 1/1/1980 3 441821_441820 LATERAL REINSTATEMENT 42 42 0.0 0 0 6 VCP 67 0 1/1/1980 3 441821_441820 Total 41,491
441827A_441827 POINT REPAIR 7 13 6.0 EA 18,720 18,720 6 VCP 304 1/1/1965 3 441827A_441827 Total 18,720
441828_441827 LINING 0 3.8 3.8 ft 426 1,619 6 VCP 133 1/1/1980 3 441828_441827 Total 1,619
441829_441828 POINT REPAIR 116.2 122.2 6.0 EA 18,720 18,720 6 VCP 245 1/1/1980 3 441829_441828 Total 18,720
408
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 441830_441829 POINT REPAIR 0 4 4.0 EA 18,720 18,720 6 PVC 195 1/1/1993 4 441830_441829 POINT REPAIR 164.1 181.9 17.8 EA 18,720 18,720 6 PVC 195 1/1/1993 4 441830_441829 Total 37,440
441834_441837 LINING 86.3 92.3 6.0 ft 426 2,556 6 VCP 124 1/1/1940 4 441834_441837 Total 2,556
441834A_441834 LINING 133.004 136.904 3.9 ft 426 1,661 6 VCP 137 1/1/1974 4 441834A_441834 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 VCP 137 1/1/1974 4 441834A_441834 Total 20,381
441835_441834 LINING 66.3 72.3 6.0 ft 426 2,556 6 VCP 141 1/1/1940 4 441835_441834 POINT REPAIR 0.6 13 12.4 EA 18,720 18,720 6 VCP 141 1/1/1940 4 441835_441834 Total 21,276
441837_441801 REPLACEMENT 0 236.7072 236.7 ft 620 146,758 6 PVC 237 2 1/1/1999 3 441837_441801 LATERAL REINSTATEMENT 10.7 10.7 0.0 0 0 6 PVC 237 0 1/1/1999 3 441837_441801 LATERAL REINSTATEMENT 124.4 124.4 0.0 0 0 6 PVC 237 0 1/1/1999 3 441837_441801 Total 146,758
441903_441904 REPLACEMENT 0 5.752488 5.8 ft 620 3,567 6 VCP 6 0 1/1/1950 4 441903_441904 Total 3,567
441906_441905 POINT REPAIR 179.7 180.7 1.0 EA 18,720 18,720 6 VCP 178 1/1/1950 3 441906_441905 Total 18,720
441907_441906 POINT REPAIR 44 50 6.0 EA 18,720 18,720 6 VCP 276 1/1/1950 4 441907_441906 Total 18,720
441908_441907 POINT REPAIR 31.2 37.2 6.0 EA 18,720 18,720 6 HDPE 197 1/1/2005 4 441908_441907 POINT REPAIR 155.1 162.6 7.5 EA 18,720 18,720 6 HDPE 197 1/1/2005 4 441908_441907 Total 37,440
441909_441908 POINT REPAIR 0 3.2 3.2 EA 18,720 18,720 6 VCP 71 1/1/1950 4 441909_441908 Total 18,720
441912_441910 REPLACEMENT 0 54.9928 55.0 ft 620 34,096 6 VCP 55 1 1/1/1950 4 441912_441910 LATERAL REINSTATEMENT 42.9 42.9 0.0 0 0 6 VCP 55 0 1/1/1950 4 441912_441910 Total 34,096
441913_441912 POINT REPAIR 66 72 6.0 EA 18,720 18,720 6 VCP 112 1/1/1950 4 441913_441912 Total 18,720
441928_441925 POINT REPAIR 35.8 41.8 6.0 EA 18,720 18,720 6 VCP 238 1/1/1950 4 441928_441925 Total 18,720
441931_441932 POINT REPAIR 89.9 95.9 6.0 EA 18,720 18,720 6 PVC 127 1/1/1971 3 441931_441932 Total 18,720
441932_441902 LINING 92.6 98.6 6.0 ft 426 2,556 6 PVC 168 1/1/1993 4 441932_441902 POINT REPAIR 92.6 111.4 18.8 EA 18,720 18,720 6 PVC 168 1/1/1993 4 441932_441902 Total 21,276
442002_442003 POINT REPAIR 0 5.9 5.9 EA 18,720 18,720 6 VCP 45 1/1/1950 4 442002_442003 Total 18,720
442003_442004 POINT REPAIR 123.5 129.5 6.0 EA 18,720 18,720 6 VCP 191 1/1/1950 5 442003_442004 Total 18,720
442004_441714 POINT REPAIR 0 3 3.0 EA 22,440 22,440 8 VCP 303 1/1/1955 4 442004_441714 Total 22,440
442009_442206 REPLACEMENT 0 70.34162 70.3 ft 620 43,612 6 VCP 70 8 1/1/1950 4 442009_442206 LATERAL REINSTATEMENT 0.5 0.5 0.0 0 0 6 VCP 70 0 1/1/1950 4 442009_442206 LATERAL REINSTATEMENT 1.8 1.8 0.0 0 0 6 VCP 70 0 1/1/1950 4 442009_442206 LATERAL REINSTATEMENT 58 58 0.0 0 0 6 VCP 70 0 1/1/1950 4 442009_442206 LATERAL REINSTATEMENT 60 60 0.0 0 0 6 VCP 70 0 1/1/1950 4 442009_442206 LATERAL REINSTATEMENT 70.34162 70.34162 0.0 0 0 6 VCP 70 0 1/1/1950 4 442009_442206 LATERAL REINSTATEMENT 70.34162 70.34162 0.0 0 0 6 VCP 70 0 1/1/1950 4 409
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 442009_442206 LATERAL REINSTATEMENT 50.14162 50.14162 0.0 0 0 6 VCP 70 0 1/1/1950 4 442009_442206 LATERAL REINSTATEMENT 0 0 0.0 0 0 6 VCP 70 0 1/1/1950 4 442009_442206 Total 43,612
442102_442103 POINT REPAIR 29.8 35.8 6.0 EA 18,720 18,720 6 HDPE 114 1/1/2005 4 442102_442103 POINT REPAIR 78.8 93.9 15.1 EA 18,720 18,720 6 HDPE 114 1/1/2005 4 442102_442103 Total 37,440
442205_442205A POINT REPAIR 117.5 123.5 6.0 EA 18,720 18,720 6 VCP 395 1/1/1950 4 442205_442205A Total 18,720
442205A_442204 REPLACEMENT 0 394.5941 394.6 ft 620 244,648 6 VCP 395 3 1/1/1950 4 442205A_442204 LATERAL REINSTATEMENT 27.7 27.7 0.0 0 0 6 VCP 395 0 1/1/1950 4 442205A_442204 LATERAL REINSTATEMENT 41.9 41.9 0.0 0 0 6 VCP 395 0 1/1/1950 4 442205A_442204 LATERAL REINSTATEMENT 94.4 94.4 0.0 0 0 6 VCP 395 0 1/1/1950 4 442205A_442204 Total 244,648
442206A_442205 LINING 0 3.6 3.6 ft 426 1,534 6 VCP 82 1/1/1950 4 442206A_442205 POINT REPAIR 39.9 47.7 7.8 EA 18,720 18,720 6 VCP 82 1/1/1950 4 442206A_442205 Total 20,254
442208_442207 POINT REPAIR 196.7 202.7 6.0 EA 18,720 18,720 6 VCP 340 1/1/1950 4 442208_442207 POINT REPAIR 323 332.6 9.6 EA 18,720 18,720 6 VCP 340 1/1/1950 4 442208_442207 POINT REPAIR 336.7 340.4391 3.7 EA 18,720 18,720 6 VCP 340 1/1/1950 4 442208_442207 Total 56,160
442211_442207 POINT REPAIR 37.3 70.5 33.2 EA 18,720 18,720 6 VCP 182 1/1/1950 4 442211_442207 POINT REPAIR 153.5 167.8 14.3 EA 18,720 18,720 6 VCP 182 1/1/1950 4 442211_442207 POINT REPAIR 177.3 182.1975 4.9 EA 18,720 18,720 6 VCP 182 1/1/1950 4 442211_442207 Total 56,160
442218_442217 REPLACEMENT 0 260.4715 260.5 ft 620 161,492 6 PVC 260 5 1/1/1993 3 442218_442217 LATERAL REINSTATEMENT 2.9 2.9 0.0 0 0 6 PVC 260 0 1/1/1993 3 442218_442217 LATERAL REINSTATEMENT 22.5 22.5 0.0 0 0 6 PVC 260 0 1/1/1993 3 442218_442217 LATERAL REINSTATEMENT 120.8 120.8 0.0 0 0 6 PVC 260 0 1/1/1993 3 442218_442217 LATERAL REINSTATEMENT 132.1 132.1 0.0 0 0 6 PVC 260 0 1/1/1993 3 442218_442217 LATERAL REINSTATEMENT 178.3 178.3 0.0 0 0 6 PVC 260 0 1/1/1993 3 442218_442217 Total 161,492
442223_442218 POINT REPAIR 106.3 112.3 6.0 EA 18,720 18,720 6 VCP 137 1/1/1950 4 442223_442218 POINT REPAIR 122 128 6.0 EA 18,720 18,720 6 VCP 137 1/1/1950 4 442223_442218 Total 37,440
442301_442504 POINT REPAIR 109 115 6.0 EA 18,720 18,720 6 Lined VCP 192 1/1/1998 3 442301_442504 POINT REPAIR 162.6 168.6 6.0 EA 18,720 18,720 6 Lined VCP 192 1/1/1998 3 442301_442504 Total 37,440
442320_442322 LINING 91.2 96.58255 5.4 ft 426 2,293 6 VCP 97 1/1/1960 4 442320_442322 POINT REPAIR 0 3 3.0 EA 18,720 18,720 6 VCP 97 1/1/1960 4 442320_442322 POINT REPAIR 29.3 35.3 6.0 EA 18,720 18,720 6 VCP 97 1/1/1960 4 442320_442322 Total 39,733
442328_442329 POINT REPAIR 6 12 6.0 EA 18,720 18,720 6 VCP 113 1/1/1920 4 442328_442329 POINT REPAIR 34.8 49 14.2 EA 18,720 18,720 6 VCP 113 1/1/1920 4 442328_442329 Total 37,440
442330_442331 REPLACEMENT 0 198.6029 198.6 ft 620 123,134 6 Lined VCP 199 6 1/1/1998 4 442330_442331 LATERAL REINSTATEMENT 0.6 0.6 0.0 0 0 6 Lined VCP 199 0 1/1/1998 4 442330_442331 LATERAL REINSTATEMENT 45.4 45.4 0.0 0 0 6 Lined VCP 199 0 1/1/1998 4 442330_442331 LATERAL REINSTATEMENT 198.6029 198.6029 0.0 0 0 6 Lined VCP 199 0 1/1/1998 4 442330_442331 LATERAL REINSTATEMENT 155.2029 155.2029 0.0 0 0 6 Lined VCP 199 0 1/1/1998 4 442330_442331 LATERAL REINSTATEMENT 108.4029 108.4029 0.0 0 0 6 Lined VCP 199 0 1/1/1998 4 442330_442331 LATERAL REINSTATEMENT 19.00287 19.00287 0.0 0 0 6 Lined VCP 199 0 1/1/1998 4 410
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 442330_442331 Total 123,134
442331_442332 POINT REPAIR 62.5 68.5 6.0 EA 18,720 18,720 6 PVC 274 1/1/1998 3 442331_442332 POINT REPAIR 143.9 149.9 6.0 EA 18,720 18,720 6 PVC 274 1/1/1998 3 442331_442332 POINT REPAIR 247.4887 253.4887 6.0 EA 18,720 18,720 6 PVC 274 1/1/1998 3 442331_442332 Total 56,160
442336_442322 LINING 42.37076 48.37076 6.0 ft 426 2,556 6 VCP 87 1/1/1960 3 442336_442322 LINING 80.17075 86.17075 6.0 ft 426 2,556 6 VCP 87 1/1/1960 3 442336_442322 Total 5,112
442402_442403 POINT REPAIR 141.4 147.4 6.0 EA 18,720 18,720 6 VCP 283 1/1/1920 4 442402_442403 Total 18,720
442410_442327 REPLACEMENT 0 237.8342 237.8 ft 620 147,457 6 VCP 238 4 1/1/1920 4 442410_442327 LATERAL REINSTATEMENT 182.4342 182.4342 0.0 0 0 6 VCP 238 0 1/1/1920 4 442410_442327 LATERAL REINSTATEMENT 135.7342 135.7342 0.0 0 0 6 VCP 238 0 1/1/1920 4 442410_442327 LATERAL REINSTATEMENT 124.2342 124.2342 0.0 0 0 6 VCP 238 0 1/1/1920 4 442410_442327 LATERAL REINSTATEMENT 75.23418 75.23418 0.0 0 0 6 VCP 238 0 1/1/1920 4 442410_442327 Total 147,457
442424_442425 POINT REPAIR 146.2 152.2 6.0 EA 18,720 18,720 6 VCP 162 1/1/1920 4 442424_442425 Total 18,720
442431_442808 POINT REPAIR 29.6 35.6 6.0 EA 18,720 18,720 6 Lined VCP 198 1/1/2007 3 442431_442808 Total 18,720
442435_442434 LINING 61.5 67.5 6.0 ft 426 2,556 6 VCP 147 1/1/1950 3 442435_442434 Total 2,556
442436_442435 POINT REPAIR 88.1 94.1 6.0 EA 18,720 18,720 6 Lined VCP 166 1/1/1998 4 442436_442435 Total 18,720
442449_442429 POINT REPAIR 7.868768 13.86877 6.0 EA 18,720 18,720 6 Lined VCP 139 1/1/1998 4 442449_442429 Total 18,720
442456_442427 POINT REPAIR 116.3206 134.5206 18.2 EA 22,440 22,440 8 Lined VCP 156 1/1/1998 4 442456_442427 Total 22,440
442506_442508 REPLACEMENT 0 23.52974 23.5 ft 620 14,588 6 Lined VCP 24 2 1/1/1998 3 442506_442508 LATERAL REINSTATEMENT 23.52974 23.52974 0.0 0 0 6 Lined VCP 24 0 1/1/1998 3 442506_442508 LATERAL REINSTATEMENT 23.52974 23.52974 0.0 0 0 6 Lined VCP 24 0 1/1/1998 3 442506_442508 Total 14,588
442508_442509 POINT REPAIR 0 54.72511 54.7 EA 18,720 18,720 6 Lined VCP 55 1/1/1998 4 442508_442509 Total 18,720
442510_442335 POINT REPAIR 72.39234 104.7923 32.4 EA 18,720 18,720 6 Lined VCP 121 1/1/1998 4 442510_442335 POINT REPAIR 118.1923 121.1923 3.0 EA 18,720 18,720 6 Lined VCP 121 1/1/1998 4 442510_442335 Total 37,440
442607_442606 POINT REPAIR 115.1 120 4.9 EA 18,720 18,720 6 VCP 120 1/1/1970 4 442607_442606 Total 18,720
442608_442607 POINT REPAIR 15.7 21.7 6.0 EA 18,720 18,720 6 Lined VCP 275 1/1/1998 4 442608_442607 POINT REPAIR 57.4 63.4 6.0 EA 18,720 18,720 6 Lined VCP 275 1/1/1998 4 442608_442607 POINT REPAIR 271.6995 274.8995 3.2 EA 18,720 18,720 6 Lined VCP 275 1/1/1998 4 442608_442607 Total 56,160
442612_442611 LINING 153.4 159.4 6.0 ft 426 2,556 6 HDPE 212 1/1/2005 3 442612_442611 LINING 202.9 208.9 6.0 ft 426 2,556 6 HDPE 212 1/1/2005 3 442612_442611 Total 5,112
442614_442615 POINT REPAIR 69.6712 73.6712 4.0 EA 22,440 22,440 8 HDPE 74 1/1/2016 3 442614_442615 Total 22,440
442615_442616 POINT REPAIR 62.27111 66.27111 4.0 EA 22,440 22,440 8 HDPE 66 1/1/2016 3 442615_442616 Total 22,440
442616_442618 POINT REPAIR 1.174365 7.174365 6.0 EA 18,720 18,720 6 VCP 54 1/1/1920 3 411
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 442616_442618 Total 18,720
442622_442621 REPLACEMENT 0 222.3582 222.4 ft 620 137,862 6 VCP 222 1 1/1/1920 4 442622_442621 LATERAL REINSTATEMENT 50 50 0.0 0 0 6 VCP 222 0 1/1/1920 4 442622_442621 Total 137,862
442626_402604 POINT REPAIR 14.9 20.9 6.0 EA 18,720 18,720 6 HDPE 165 1/1/2003 3 442626_402604 POINT REPAIR 25.4 53.7 28.3 EA 18,720 18,720 6 HDPE 165 1/1/2003 3 442626_402604 Total 37,440
442702_442701 POINT REPAIR 0 4 4.0 EA 18,720 18,720 6 Lined VCP 146 1/1/2001 4 442702_442701 POINT REPAIR 134.4 140.4 6.0 EA 18,720 18,720 6 Lined VCP 146 1/1/2001 4 442702_442701 Total 37,440
442703_442816 REPLACEMENT 0 16.22718 16.2 ft 620 10,061 6 Lined VCP 16 1 1/1/1998 4 442703_442816 LATERAL REINSTATEMENT 16.22718 16.22718 0.0 0 0 6 Lined VCP 16 0 1/1/1998 4 442703_442816 Total 10,061
442706_442610 POINT REPAIR 53.15464 59.15464 6.0 EA 18,720 18,720 6 Lined VCP 116 1/1/1998 3 442706_442610 Total 18,720
442708_442707 LINING 44.80659 50.80659 6.0 ft 426 2,556 6 HDPE 207 1/1/1998 3 442708_442707 POINT REPAIR 117.9066 135.2066 17.3 EA 18,720 18,720 6 HDPE 207 1/1/1998 3 442708_442707 Total 21,276
442709_442708 LINING 49.4 55.4 6.0 ft 426 2,556 6 VCP 196 1/1/1950 4 442709_442708 LINING 87.9 110.6 22.7 ft 426 9,670 6 VCP 196 1/1/1950 4 442709_442708 POINT REPAIR 91 97 6.0 EA 18,720 18,720 6 VCP 196 1/1/1950 4 442709_442708 Total 30,946
442710LH_442709 POINT REPAIR 77.35166 83.35166 6.0 EA 18,720 18,720 6 VCP 163 1/1/1950 4 442710LH_442709 POINT REPAIR 119.7517 125.7517 6.0 EA 18,720 18,720 6 VCP 163 1/1/1950 4 442710LH_442709 Total 37,440
442711_442712 POINT REPAIR 98 110.4 12.4 EA 18,720 18,720 6 VCP 112 1/1/1950 4 442711_442712 Total 18,720
442712_442713 REPLACEMENT 0 52.8957 52.9 ft 620 32,795 6 Lined VCP 53 0 1/1/1998 4 442712_442713 Total 32,795
442721_442612 REPLACEMENT 0 59.20021 59.2 ft 620 36,704 6 VCP 59 5 1/1/1950 4 442721_442612 LATERAL REINSTATEMENT 36.9 36.9 0.0 0 0 6 VCP 59 0 1/1/1950 4 442721_442612 LATERAL REINSTATEMENT 10.50021 10.50021 0.0 0 0 6 VCP 59 0 1/1/1950 4 442721_442612 LATERAL REINSTATEMENT 1.500208 1.500208 0.0 0 0 6 VCP 59 0 1/1/1950 4 442721_442612 LATERAL REINSTATEMENT 0 0 0.0 0 0 6 VCP 59 0 1/1/1950 4 442721_442612 LATERAL REINSTATEMENT 0 0 0.0 0 0 6 VCP 59 0 1/1/1950 4 442721_442612 Total 36,704
442723_442711 REPLACEMENT 0 157.6124 157.6 ft 620 97,720 6 Lined VCP 158 5 1/1/1998 4 442723_442711 LATERAL REINSTATEMENT 6.6 6.6 0.0 0 0 6 Lined VCP 158 0 1/1/1998 4 442723_442711 LATERAL REINSTATEMENT 84.8 84.8 0.0 0 0 6 Lined VCP 158 0 1/1/1998 4 442723_442711 LATERAL REINSTATEMENT 134.3124 134.3124 0.0 0 0 6 Lined VCP 158 0 1/1/1998 4 442723_442711 LATERAL REINSTATEMENT 96.41235 96.41235 0.0 0 0 6 Lined VCP 158 0 1/1/1998 4 442723_442711 LATERAL REINSTATEMENT 17.71236 17.71236 0.0 0 0 6 Lined VCP 158 0 1/1/1998 4 442723_442711 Total 97,720
442804_442803 POINT REPAIR 242.7 243.7 1.0 EA 18,720 18,720 6 VCP 241 1/1/1970 3 442804_442803 Total 18,720
442808_442807 POINT REPAIR 106.9 151.3 44.4 EA 18,720 18,720 6 Lined VCP 321 1/1/2007 3 442808_442807 POINT REPAIR 222.2 231.4 9.2 EA 18,720 18,720 6 Lined VCP 321 1/1/2007 3 442808_442807 POINT REPAIR 308.3 318.9 10.6 EA 18,720 18,720 6 Lined VCP 321 1/1/2007 3 442808_442807 Total 56,160
442814_442815 POINT REPAIR 305.381 311.381 6.0 EA 18,720 18,720 6 VCP 343 1/1/1950 4 442814_442815 Total 18,720
412
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 442902_442903 REPLACEMENT 0 128.2189 128.2 ft 620 79,496 6 HDPE 128 5 1/1/1998 3 442902_442903 LATERAL REINSTATEMENT 126.8189 126.8189 0.0 0 0 6 HDPE 128 0 1/1/1998 3 442902_442903 LATERAL REINSTATEMENT 89.71885 89.71885 0.0 0 0 6 HDPE 128 0 1/1/1998 3 442902_442903 LATERAL REINSTATEMENT 86.21885 86.21885 0.0 0 0 6 HDPE 128 0 1/1/1998 3 442902_442903 LATERAL REINSTATEMENT 21.61885 21.61885 0.0 0 0 6 HDPE 128 0 1/1/1998 3 442902_442903 LATERAL REINSTATEMENT 13.51885 13.51885 0.0 0 0 6 HDPE 128 0 1/1/1998 3 442902_442903 Total 79,496
442903_442905 POINT REPAIR 0 3.8 3.8 EA 18,720 18,720 6 VCP 298 1/1/1970 4 442903_442905 POINT REPAIR 128.1 134.1 6.0 EA 18,720 18,720 6 VCP 298 1/1/1970 4 442903_442905 Total 37,440
442905_442906 LINING 122.1 128.1 6.0 ft 426 2,556 6 VCP 320 1/1/1970 4 442905_442906 POINT REPAIR 196.3 202.3 6.0 EA 18,720 18,720 6 VCP 320 1/1/1970 4 442905_442906 Total 21,276
442906_442907 POINT REPAIR 137.2177 140.2177 3.0 EA 18,720 18,720 6 VCP 140 1/1/1970 4 442906_442907 Total 18,720
442909_443302 REPLACEMENT 0 249.4233 249.4 ft 620 154,642 6 HDPE 249 4 1/1/2001 3 442909_443302 LATERAL REINSTATEMENT 201.6233 201.6233 0.0 0 0 6 HDPE 249 0 1/1/2001 3 442909_443302 LATERAL REINSTATEMENT 191.2233 191.2233 0.0 0 0 6 HDPE 249 0 1/1/2001 3 442909_443302 LATERAL REINSTATEMENT 137.7233 137.7233 0.0 0 0 6 HDPE 249 0 1/1/2001 3 442909_443302 LATERAL REINSTATEMENT 108.1233 108.1233 0.0 0 0 6 HDPE 249 0 1/1/2001 3 442909_443302 Total 154,642
442917_442918 REPLACEMENT 0 155.1013 155.1 ft 620 96,163 6 HDPE 155 5 1/1/2001 3 442917_442918 LATERAL REINSTATEMENT 118.1013 118.1013 0.0 0 0 6 HDPE 155 0 1/1/2001 3 442917_442918 LATERAL REINSTATEMENT 116.4013 116.4013 0.0 0 0 6 HDPE 155 0 1/1/2001 3 442917_442918 LATERAL REINSTATEMENT 102.2013 102.2013 0.0 0 0 6 HDPE 155 0 1/1/2001 3 442917_442918 LATERAL REINSTATEMENT 95.50133 95.50133 0.0 0 0 6 HDPE 155 0 1/1/2001 3 442917_442918 LATERAL REINSTATEMENT 20.20134 20.20134 0.0 0 0 6 HDPE 155 0 1/1/2001 3 442917_442918 Total 96,163
443004_443004A LINING 8.4 16.5 8.1 ft 426 3,451 6 Lined VCP 403 1/1/1995 4 443004_443004A POINT REPAIR 106.9 112.9 6.0 EA 18,720 18,720 6 Lined VCP 403 1/1/1995 4 443004_443004A POINT REPAIR 325.8302 331.8302 6.0 EA 18,720 18,720 6 Lined VCP 403 1/1/1995 4 443004_443004A Total 40,891
443005_443004 REPLACEMENT 0 54.11859 54.1 ft 620 33,554 6 VCP 54 0 1/1/1980 4 443005_443004 Total 33,554
443007_443006 POINT REPAIR 92.4 98.4 6.0 EA 18,720 18,720 6 VCP 103 1/1/1970 4 443007_443006 Total 18,720
443009_443008 POINT REPAIR 18.6 26.3 7.7 EA 18,720 18,720 6 VCP 277 1/1/1970 4 443009_443008 POINT REPAIR 217 223 6.0 EA 18,720 18,720 6 VCP 277 1/1/1970 4 443009_443008 Total 37,440
443019_443015 POINT REPAIR 41.39277 47.39277 6.0 EA 18,720 18,720 6 Lined VCP 117 1/1/1995 4 443019_443015 POINT REPAIR 60.39277 66.39277 6.0 EA 18,720 18,720 6 Lined VCP 117 1/1/1995 4 443019_443015 Total 37,440
443020_443019 REPLACEMENT 0 497.4373 497.4 ft 620 308,411 6 VCP 497 8 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 451.4373 451.4373 0.0 0 0 6 VCP 497 0 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 447.7373 447.7373 0.0 0 0 6 VCP 497 0 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 410.7373 410.7373 0.0 0 0 6 VCP 497 0 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 355.8373 355.8373 0.0 0 0 6 VCP 497 0 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 299.2373 299.2373 0.0 0 0 6 VCP 497 0 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 274.8373 274.8373 0.0 0 0 6 VCP 497 0 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 273.1373 273.1373 0.0 0 0 6 VCP 497 0 1/1/1970 3 443020_443019 LATERAL REINSTATEMENT 243.9373 243.9373 0.0 0 0 6 VCP 497 0 1/1/1970 3 413
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 443020_443019 Total 308,411
443101_443218 REPLACEMENT 0 447.1582 447.2 ft 620 277,238 6 VCP 447 9 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 58.9 58.9 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 97.7 97.7 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 108.5 108.5 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 145.5 145.5 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 162.4 162.4 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 196.1 196.1 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 204.1 204.1 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 269.9 269.9 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 LATERAL REINSTATEMENT 272.1 272.1 0.0 0 0 6 VCP 447 0 1/1/1980 4 443101_443218 Total 277,238
443103_443101 POINT REPAIR 191.5005 194.5005 3.0 EA 18,720 18,720 6 Lined VCP 195 1/1/1998 3 443103_443101 Total 18,720
443104_443103 POINT REPAIR 0 4.45664 4.5 EA 18,720 18,720 6 VCP 100 1/1/1980 4 443104_443103 POINT REPAIR 28.85664 34.85664 6.0 EA 18,720 18,720 6 VCP 100 1/1/1980 4 443104_443103 Total 37,440
443202_443202A POINT REPAIR 164.3 183.81 19.5 EA 30,660 30,660 15 VCP 184 1/1/1981 3 443202_443202A Total 30,660
443222_443221 REPLACEMENT 0 72.19314 72.2 ft 650 46,926 8 PVC 72 5 1/1/1998 4 443222_443221 LATERAL REINSTATEMENT 65.49314 65.49314 0.0 0 0 8 PVC 72 0 1/1/1998 4 443222_443221 LATERAL REINSTATEMENT 14.49314 14.49314 0.0 0 0 8 PVC 72 0 1/1/1998 4 443222_443221 LATERAL REINSTATEMENT 12.79314 12.79314 0.0 0 0 8 PVC 72 0 1/1/1998 4 443222_443221 LATERAL REINSTATEMENT 10.09314 10.09314 0.0 0 0 8 PVC 72 0 1/1/1998 4 443222_443221 LATERAL REINSTATEMENT 8.593141 8.593141 0.0 0 0 8 PVC 72 0 1/1/1998 4 443222_443221 Total 46,926
443311_443310 POINT REPAIR 104.1 110.1 6.0 EA 22,440 22,440 8 PVC 140 1/1/1993 4 443311_443310 Total 22,440
443314_440736 LINING 4.3 10.3 6.0 ft 426 2,556 6 Lined VCP 378 1/1/2007 4 443314_440736 POINT REPAIR 87.5 93.5 6.0 EA 18,720 18,720 6 Lined VCP 378 1/1/2007 4 443314_440736 POINT REPAIR 126.8 132.8 6.0 EA 18,720 18,720 6 Lined VCP 378 1/1/2007 4 443314_440736 Total 39,996
443317_443316 LINING 36.4 42.4 6.0 ft 426 2,556 6 VCP 209 1/1/1950 3 443317_443316 LINING 58.8 64.8 6.0 ft 426 2,556 6 VCP 209 1/1/1950 3 443317_443316 POINT REPAIR 204.5 208.9421 4.4 EA 18,720 18,720 6 VCP 209 1/1/1950 3 443317_443316 Total 23,832
443326_443301 REPLACEMENT 0 357.6605 357.7 ft 620 221,750 6 HDPE 358 9 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 39.4 39.4 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 43.9 43.9 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 92.2 92.2 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 142.2 142.2 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 191.4 191.4 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 195.6 195.6 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 241.5 241.5 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 319.3 319.3 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 LATERAL REINSTATEMENT 324.3 324.3 0.0 0 0 6 HDPE 358 0 1/1/2003 3 443326_443301 Total 221,750
443407_443406 REPLACEMENT 0 72.01008 72.0 ft 620 44,646 6 VCP 72 1 1/1/1950 4 443407_443406 LATERAL REINSTATEMENT 1.310081 1.310081 0.0 0 0 6 VCP 72 0 1/1/1950 4 443407_443406 Total 44,646
443422_443421 POINT REPAIR 119.1 125.1 6.0 EA 18,720 18,720 6 Lined VCP 174 1/1/2019 3 414
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 443422_443421 Total 18,720
443502_443501 POINT REPAIR 195.933 201.933 6.0 EA 18,720 18,720 6 HDPE 206 1/1/2005 3 443502_443501 Total 18,720
443503_443502 POINT REPAIR 0 4.2 4.2 EA 18,720 18,720 6 Lined VCP 163 1/1/2001 4 443503_443502 Total 18,720
443507_443506 POINT REPAIR 64.3 83.4911 19.2 EA 18,720 18,720 6 Lined VCP 182 1/1/1995 3 443507_443506 POINT REPAIR 115.7911 121.7911 6.0 EA 18,720 18,720 6 Lined VCP 182 1/1/1995 3 443507_443506 Total 37,440
443513_443309 LINING 105.9 127 21.1 ft 426 8,989 6 HDPE 142 1/1/2005 3 443513_443309 Total 8,989
443804_443820 POINT REPAIR 3.789966 9.789966 6.0 EA 18,720 18,720 6 Lined VCP 123 1/1/2005 4 443804_443820 POINT REPAIR 34.28997 75.38996 41.1 EA 18,720 18,720 6 Lined VCP 123 1/1/2005 4 443804_443820 Total 37,440
443813_441606 POINT REPAIR 64.22041 77.12041 12.9 EA 18,720 18,720 6 Lined VCP 169 1/1/2019 4 443813_441606 Total 18,720
443821_441606 POINT REPAIR 2.8 44.7 41.9 EA 18,720 18,720 6 VCP 140 1/1/1950 4 443821_441606 POINT REPAIR 57 63 6.0 EA 18,720 18,720 6 VCP 140 1/1/1950 4 443821_441606 POINT REPAIR 97.5 116.3 18.8 EA 18,720 18,720 6 VCP 140 1/1/1950 4 443821_441606 Total 56,160
450101_450102 POINT REPAIR 0 4.4 4.4 EA 22,440 22,440 8 VCP 131 1/1/1950 3 450101_450102 Total 22,440
450103_450103A POINT REPAIR 25.45196 66.95196 41.5 EA 25,260 25,260 10 VCP 303 1/1/1990 4 450103_450103A POINT REPAIR 293.552 299.552 6.0 EA 25,260 25,260 10 VCP 303 1/1/1990 4 450103_450103A Total 50,520
450103B_442701A POINT REPAIR 9.5 69.4 59.9 EA 25,260 25,260 10 VCP 300 1/1/2005 3 450103B_442701A Total 25,260
450104_450105 POINT REPAIR 4.9 10.9 6.0 EA 22,440 22,440 8 HDPE 192 1/1/2005 3 450104_450105 Total 22,440
450108_450103 LINING 15.5426 21.5426 6.0 ft 426 2,556 6 VCP 54 1/1/1950 4 450108_450103 POINT REPAIR 42.4426 48.4426 6.0 EA 18,720 18,720 6 VCP 54 1/1/1950 4 450108_450103 Total 21,276
450111_450112 REPLACEMENT 0 36.66647 36.7 ft 620 22,733 6 Lined VCP 37 1 1/1/1998 3 450111_450112 LATERAL REINSTATEMENT 16.66647 16.66647 0.0 0 0 6 Lined VCP 37 0 1/1/1998 3 450111_450112 Total 22,733
450116_450115 POINT REPAIR 14.1 21.9 7.8 EA 18,720 18,720 6 Lined VCP 243 1/1/2001 4 450116_450115 POINT REPAIR 192.7 198.7 6.0 EA 18,720 18,720 6 Lined VCP 243 1/1/2001 4 450116_450115 Total 37,440
450204_450409A LINING 156.1 167.2 11.1 ft 510 5,661 10 VCP 199 1/1/1952 5 450204_450409A POINT REPAIR 71.9 146.3 74.4 EA 25,260 25,260 10 VCP 199 1/1/1952 5 450204_450409A POINT REPAIR 183.4 199.3971 16.0 EA 25,260 25,260 10 VCP 199 1/1/1952 5 450204_450409A Total 56,181
450209_450208 POINT REPAIR 5.4 20.5 15.1 EA 25,260 25,260 10 HDPE 138 1/1/2005 3 450209_450208 Total 25,260
450213_450214 LINING 96.6 102.6 6.0 ft 426 2,556 6 VCP 171 1/1/1970 3 450213_450214 LINING 131.8 137.8 6.0 ft 426 2,556 6 VCP 171 1/1/1970 3 450213_450214 Total 5,112
450217_450216 REPLACEMENT 0 320.3991 320.4 ft 620 198,647 6 VCP 320 9 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 5.3 5.3 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 35 35 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 96.6 96.6 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 130.3 130.3 0.0 0 0 6 VCP 320 0 1/1/1970 4 415
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 450217_450216 LATERAL REINSTATEMENT 188.3 188.3 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 203 203 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 208.2 208.2 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 283.5 283.5 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 LATERAL REINSTATEMENT 289.1 289.1 0.0 0 0 6 VCP 320 0 1/1/1970 4 450217_450216 Total 198,647
450222_450218 POINT REPAIR 37.7 43.7 6.0 EA 18,720 18,720 6 VCP 138 1/1/1970 3 450222_450218 Total 18,720
450304_450211 POINT REPAIR 274 280 6.0 EA 22,440 22,440 8 Lined VCP 434 1/1/2016 3 450304_450211 Total 22,440
450305_450107 POINT REPAIR 190.1462 195.1462 5.0 EA 18,720 18,720 6 Lined VCP 195 1/1/2001 4 450305_450107 Total 18,720
450409_450410 LINING 135.2 147.9 12.7 ft 510 6,477 10 Lined VCP 148 1/1/1952 5 450409_450410 POINT REPAIR 145.2992 148.2992 3.0 EA 25,260 25,260 10 Lined VCP 148 1/1/1952 5 450409_450410 Total 31,737
450418_450411 REPLACEMENT 0 48.80889 48.8 ft 650 31,726 8 VCP 49 0 1/1/1998 4 450418_450411 Total 31,726
450504_450503 POINT REPAIR 3.582283 31.68229 28.1 EA 18,720 18,720 6 Lined VCP 239 1/1/2015 4 450504_450503 POINT REPAIR 62.08228 96.58228 34.5 EA 18,720 18,720 6 Lined VCP 239 1/1/2015 4 450504_450503 POINT REPAIR 119.8823 166.1823 46.3 EA 18,720 18,720 6 Lined VCP 239 1/1/2015 4 450504_450503 Total 56,160
450608_450801 LINING 55.9 61.9 6.0 ft 510 3,060 10 VCP 110 1/1/1952 5 450608_450801 POINT REPAIR 87.5 98.6 11.1 EA 25,260 25,260 10 VCP 110 1/1/1952 5 450608_450801 Total 28,320
450609_450606 POINT REPAIR 43 49 6.0 EA 22,440 22,440 8 VCP 202 1/1/1950 4 450609_450606 Total 22,440
450612_450608 LINING 80.6 90 9.4 ft 426 4,004 6 VCP 201 1/1/1950 5 450612_450608 Total 4,004
450705_451107 LINING 173.9401 179.9401 6.0 ft 426 2,556 6 VCP 227 1/1/1952 5 450705_451107 LINING 218.9401 224.9401 6.0 ft 426 2,556 6 VCP 227 1/1/1952 5 450705_451107 POINT REPAIR 218.9401 224.9401 6.0 EA 18,720 18,720 6 VCP 227 1/1/1952 5 450705_451107 Total 23,832
450801_450201 POINT REPAIR 169.4 190.3 20.9 EA 25,260 25,260 10 Lined VCP 268 1/1/2001 3 450801_450201 Total 25,260
450803_450802 POINT REPAIR 172.8 178.8 6.0 EA 18,720 18,720 6 VCP 280 1/1/1970 4 450803_450802 Total 18,720
450804_450803 POINT REPAIR 0 4.2 4.2 EA 18,720 18,720 6 VCP 67 1/1/1970 3 450804_450803 Total 18,720
450805LH_450804 POINT REPAIR 83.55859 98.95859 15.4 EA 18,720 18,720 6 VCP 164 1/1/1970 4 450805LH_450804 Total 18,720
450806_450807 REPLACEMENT 0 231.5255 231.5 ft 620 143,546 6 PVC 232 3 1/1/1970 3 450806_450807 LATERAL REINSTATEMENT 91.9 91.9 0.0 0 0 6 PVC 232 0 1/1/1970 3 450806_450807 LATERAL REINSTATEMENT 171.7 171.7 0.0 0 0 6 PVC 232 0 1/1/1970 3 450806_450807 LATERAL REINSTATEMENT 194.9 194.9 0.0 0 0 6 PVC 232 0 1/1/1970 3 450806_450807 Total 143,546
450814_450813 LINING 76.7 89.7 13.0 ft 426 5,538 6 HDPE 169 1/1/2005 3 450814_450813 POINT REPAIR 166.0169 169.3 3.3 EA 18,720 18,720 6 HDPE 169 1/1/2005 3 450814_450813 Total 24,258
450816LH_450815 POINT REPAIR 74.04092 80.04092 6.0 EA 18,720 18,720 6 VCP 94 1/1/1970 4 450816LH_450815 Total 18,720
450817_450813 REPLACEMENT 0 265.5618 265.6 ft 620 164,648 6 Lined VCP 266 9 1/1/2005 4 416
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 450817_450813 LATERAL REINSTATEMENT 22.5 22.5 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 27.9 27.9 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 84.1 84.1 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 86.4 86.4 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 91.6 91.6 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 150.7 150.7 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 159.6 159.6 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 233.6 233.6 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 LATERAL REINSTATEMENT 265.5618 265.5618 0.0 0 0 6 Lined VCP 266 0 1/1/2005 4 450817_450813 Total 164,648
450819LH_450820 POINT REPAIR 68.05696 71.15696 3.1 EA 18,720 18,720 6 VCP 71 1/1/1970 4 450819LH_450820 Total 18,720
450820_450802 REPLACEMENT 0 293.0131 293.0 ft 620 181,668 6 PVC 293 5 1/1/1970 3 450820_450802 LATERAL REINSTATEMENT 35.3 35.3 0.0 0 0 6 PVC 293 0 1/1/1970 3 450820_450802 LATERAL REINSTATEMENT 47.9 47.9 0.0 0 0 6 PVC 293 0 1/1/1970 3 450820_450802 LATERAL REINSTATEMENT 96 96 0.0 0 0 6 PVC 293 0 1/1/1970 3 450820_450802 LATERAL REINSTATEMENT 108.7 108.7 0.0 0 0 6 PVC 293 0 1/1/1970 3 450820_450802 LATERAL REINSTATEMENT 156.8 156.8 0.0 0 0 6 PVC 293 0 1/1/1970 3 450820_450802 Total 181,668
450823_450806 POINT REPAIR 96 102 6.0 EA 18,720 18,720 6 PVC 169 1/1/2007 3 450823_450806 POINT REPAIR 151.9 165 13.1 EA 18,720 18,720 6 PVC 169 1/1/2007 3 450823_450806 Total 37,440
450910_451001 POINT REPAIR 303 309 6.0 EA 35,760 35,760 24 HDPE 372 1/1/1992 3 450910_451001 Total 35,760
450912_450911 POINT REPAIR 110.4 116.4 6.0 EA 18,720 18,720 6 VCP 296 1/1/1950 4 450912_450911 POINT REPAIR 233.9 239.9 6.0 EA 18,720 18,720 6 VCP 296 1/1/1950 4 450912_450911 Total 37,440
450913_450912 POINT REPAIR 47.7 53.7 6.0 EA 18,720 18,720 6 Lined VCP 101 1/1/2005 4 450913_450912 Total 18,720
450914_450913 POINT REPAIR 152 158 6.0 EA 18,720 18,720 6 PVC 160 1/1/1993 3 450914_450913 Total 18,720
450922_451022 REPLACEMENT 0 240.2492 240.2 ft 620 148,955 6 Lined VCP 240 7 1/1/2001 4 450922_451022 LATERAL REINSTATEMENT 83 83 0.0 0 0 6 Lined VCP 240 0 1/1/2001 4 450922_451022 LATERAL REINSTATEMENT 85.8 85.8 0.0 0 0 6 Lined VCP 240 0 1/1/2001 4 450922_451022 LATERAL REINSTATEMENT 113.5 113.5 0.0 0 0 6 Lined VCP 240 0 1/1/2001 4 450922_451022 LATERAL REINSTATEMENT 114.9 114.9 0.0 0 0 6 Lined VCP 240 0 1/1/2001 4 450922_451022 LATERAL REINSTATEMENT 176.2 176.2 0.0 0 0 6 Lined VCP 240 0 1/1/2001 4 450922_451022 LATERAL REINSTATEMENT 183.4 183.4 0.0 0 0 6 Lined VCP 240 0 1/1/2001 4 450922_451022 LATERAL REINSTATEMENT 189.2 189.2 0.0 0 0 6 Lined VCP 240 0 1/1/2001 4 450922_451022 Total 148,955
451003_451004 POINT REPAIR 254 260 6.0 EA 34,800 34,800 21 HDPE 416 1/1/2014 3 451003_451004 POINT REPAIR 340.5 364.9 24.4 EA 34,800 34,800 21 HDPE 416 1/1/2014 3 451003_451004 Total 69,600
451007_451008 POINT REPAIR 293.015 364.515 71.5 EA 33,120 33,120 18 HDPE 370 1/1/2014 3 451007_451008 Total 33,120
451019_451011 LINING 21.6 27.6 6.0 ft 426 2,556 6 VCP 300 1/1/1970 4 451019_451011 LINING 242.1 248.1 6.0 ft 426 2,556 6 VCP 300 1/1/1970 4 451019_451011 POINT REPAIR 264.7 270.7 6.0 EA 18,720 18,720 6 VCP 300 1/1/1970 4 451019_451011 Total 23,832
451020_451019 REPLACEMENT 0 298.4545 298.5 ft 620 185,042 6 VCP 298 10 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 23.2 23.2 0.0 0 0 6 VCP 298 0 1/1/1970 4 417
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 451020_451019 LATERAL REINSTATEMENT 48.6 48.6 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 51.8 51.8 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 96.9 96.9 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 146.9 146.9 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 156 156 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 212.3 212.3 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 253.4 253.4 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 262.6 262.6 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 LATERAL REINSTATEMENT 272 272 0.0 0 0 6 VCP 298 0 1/1/1970 4 451020_451019 Total 185,042
451021_451020 REPLACEMENT 0 301.3508 301.4 ft 620 186,837 6 Lined VCP 301 7 1/1/1995 4 451021_451020 LATERAL REINSTATEMENT 39.2 39.2 0.0 0 0 6 Lined VCP 301 0 1/1/1995 4 451021_451020 LATERAL REINSTATEMENT 42.3 42.3 0.0 0 0 6 Lined VCP 301 0 1/1/1995 4 451021_451020 LATERAL REINSTATEMENT 143.4 143.4 0.0 0 0 6 Lined VCP 301 0 1/1/1995 4 451021_451020 LATERAL REINSTATEMENT 145.9 145.9 0.0 0 0 6 Lined VCP 301 0 1/1/1995 4 451021_451020 LATERAL REINSTATEMENT 243.5 243.5 0.0 0 0 6 Lined VCP 301 0 1/1/1995 4 451021_451020 LATERAL REINSTATEMENT 246.5 246.5 0.0 0 0 6 Lined VCP 301 0 1/1/1995 4 451021_451020 LATERAL REINSTATEMENT 267.6 267.6 0.0 0 0 6 Lined VCP 301 0 1/1/1995 4 451021_451020 Total 186,837
451022_451021 REPLACEMENT 0 300.2393 300.2 ft 620 186,148 6 VCP 300 6 1/1/1970 4 451022_451021 LATERAL REINSTATEMENT 90 90 0.0 0 0 6 VCP 300 0 1/1/1970 4 451022_451021 LATERAL REINSTATEMENT 95.9 95.9 0.0 0 0 6 VCP 300 0 1/1/1970 4 451022_451021 LATERAL REINSTATEMENT 186.1 186.1 0.0 0 0 6 VCP 300 0 1/1/1970 4 451022_451021 LATERAL REINSTATEMENT 233.2393 233.2393 0.0 0 0 6 VCP 300 0 1/1/1970 4 451022_451021 LATERAL REINSTATEMENT 212.1393 212.1393 0.0 0 0 6 VCP 300 0 1/1/1970 4 451022_451021 LATERAL REINSTATEMENT 206.9393 206.9393 0.0 0 0 6 VCP 300 0 1/1/1970 4 451022_451021 Total 186,148
451110_451109 LINING 227.3 233.3 6.0 ft 426 2,556 6 VCP 321 1/1/1970 4 451110_451109 Total 2,556
451111_451110 LINING 3 9 6.0 ft 426 2,556 6 VCP 259 1/1/1970 4 451111_451110 LINING 49.8 61.4 11.6 ft 426 4,942 6 VCP 259 1/1/1970 4 451111_451110 POINT REPAIR 178.5917 184.5917 6.0 EA 18,720 18,720 6 VCP 259 1/1/1970 4 451111_451110 Total 26,218
451112_451111 LINING 46.3 52.3 6.0 ft 426 2,556 6 VCP 252 1/1/1970 4 451112_451111 LINING 184.3 190.3 6.0 ft 426 2,556 6 VCP 252 1/1/1970 4 451112_451111 POINT REPAIR 239.4 245.4 6.0 EA 18,720 18,720 6 VCP 252 1/1/1970 4 451112_451111 Total 23,832
451113_451112 POINT REPAIR 7.782608 17.38261 9.6 EA 18,720 18,720 6 VCP 218 1/1/1970 4 451113_451112 POINT REPAIR 150.0826 163.3826 13.3 EA 18,720 18,720 6 VCP 218 1/1/1970 4 451113_451112 Total 37,440
451118_451119 POINT REPAIR 7.852995 13.853 6.0 EA 18,720 18,720 6 VCP 115 1/1/1970 4 451118_451119 Total 18,720
451119_451120 REPLACEMENT 0 333.3792 333.4 ft 620 206,695 6 Lined VCP 333 9 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 54.6 54.6 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 63.2 63.2 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 122 122 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 131 131 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 188.3 188.3 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 197.3 197.3 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 255.9 255.9 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 LATERAL REINSTATEMENT 274.3 274.3 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 418
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 451119_451120 LATERAL REINSTATEMENT 322.4 322.4 0.0 0 0 6 Lined VCP 333 0 1/1/2001 4 451119_451120 Total 206,695
451120_451121 LINING 0 3 3.0 ft 426 1,278 6 Lined VCP 127 1/1/2001 4 451120_451121 POINT REPAIR 63 69 6.0 EA 18,720 18,720 6 Lined VCP 127 1/1/2001 4 451120_451121 POINT REPAIR 96.1 102.1 6.0 EA 18,720 18,720 6 Lined VCP 127 1/1/2001 4 451120_451121 Total 38,718
451121_450802 REPLACEMENT 0 202.4677 202.5 ft 620 125,530 6 Lined VCP 202 4 1/1/2005 4 451121_450802 LATERAL REINSTATEMENT 25.7 25.7 0.0 0 0 6 Lined VCP 202 0 1/1/2005 4 451121_450802 LATERAL REINSTATEMENT 48.5 48.5 0.0 0 0 6 Lined VCP 202 0 1/1/2005 4 451121_450802 LATERAL REINSTATEMENT 143.6 143.6 0.0 0 0 6 Lined VCP 202 0 1/1/2005 4 451121_450802 LATERAL REINSTATEMENT 155.6 155.6 0.0 0 0 6 Lined VCP 202 0 1/1/2005 4 451121_450802 Total 125,530
451217LH_451216 POINT REPAIR 0 5.512621 5.5 EA 18,720 18,720 6 VCP 109 1/1/1970 4 451217LH_451216 POINT REPAIR 91.11262 97.11262 6.0 EA 18,720 18,720 6 VCP 109 1/1/1970 4 451217LH_451216 Total 37,440
451304LH_451303 POINT REPAIR 0 5.837601 5.8 EA 18,720 18,720 6 VCP 153 1/1/1970 4 451304LH_451303 POINT REPAIR 147.3376 153.3376 6.0 EA 18,720 18,720 6 VCP 153 1/1/1970 4 451304LH_451303 Total 37,440
451402A_451701 LINING 0 6 6.0 ft 1,032 6,192 18 PVC 145 1/1/2005 3 451402A_451701 Total 6,192
451413_451509 REPLACEMENT 0 225 225.0 ft 620 139,500 6 PVC 225 4 1/1/2006 3 451413_451509 LATERAL REINSTATEMENT 28.7 28.7 0.0 0 0 6 PVC 225 0 1/1/2006 3 451413_451509 LATERAL REINSTATEMENT 63.5 63.5 0.0 0 0 6 PVC 225 0 1/1/2006 3 451413_451509 LATERAL REINSTATEMENT 108.3 108.3 0.0 0 0 6 PVC 225 0 1/1/2006 3 451413_451509 LATERAL REINSTATEMENT 158.5 158.5 0.0 0 0 6 PVC 225 0 1/1/2006 3 451413_451509 Total 139,500
451415_451414 POINT REPAIR 0 7.2 7.2 EA 18,720 18,720 6 Lined VCP 237 1/1/2007 3 451415_451414 Total 18,720
451421_451406 POINT REPAIR 133.5 139.5 6.0 EA 22,440 22,440 8 PVC 165 1/1/1930 4 451421_451406 Total 22,440
451501_451502 POINT REPAIR 81.8 87.8 6.0 EA 18,720 18,720 6 Lined VCP 401 1/1/2007 4 451501_451502 POINT REPAIR 132.1 138.1 6.0 EA 18,720 18,720 6 Lined VCP 401 1/1/2007 4 451501_451502 Total 37,440
451507_451507A REPLACEMENT 0 25 25.0 ft 620 15,500 6 Lined VCP 25 0 1/1/1990 3 451507_451507A Total 15,500
451508_451507 LINING 137.9 143.9 6.0 ft 426 2,556 6 VCP 151 1/1/1970 3 451508_451507 Total 2,556
451605A_451606 POINT REPAIR 83.90518 87.20518 3.3 EA 18,720 18,720 6 VCP 87 1/1/1950 4 451605A_451606 Total 18,720
451609_451608 REPLACEMENT 0 84.15652 84.2 ft 620 52,177 6 VCP 84 6 1/1/1990 4 451609_451608 LATERAL REINSTATEMENT 29.9 29.9 0.0 0 0 6 VCP 84 0 1/1/1990 4 451609_451608 LATERAL REINSTATEMENT 59.1 59.1 0.0 0 0 6 VCP 84 0 1/1/1990 4 451609_451608 LATERAL REINSTATEMENT 84.15652 84.15652 0.0 0 0 6 VCP 84 0 1/1/1990 4 451609_451608 LATERAL REINSTATEMENT 84.15652 84.15652 0.0 0 0 6 VCP 84 0 1/1/1990 4 451609_451608 LATERAL REINSTATEMENT 84.15652 84.15652 0.0 0 0 6 VCP 84 0 1/1/1990 4 451609_451608 LATERAL REINSTATEMENT 84.15652 84.15652 0.0 0 0 6 VCP 84 0 1/1/1990 4 451609_451608 Total 52,177
451815_451815A REPLACEMENT 0 256.01 256.0 ft 620 158,726 6 VCP 256 10 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 20 20 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 43 43 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 65 65 0.0 0 0 6 VCP 256 0 1/1/1978 4 419
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 451815_451815A LATERAL REINSTATEMENT 83.6 83.6 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 87.8 87.8 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 101.7 101.7 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 130.9 130.9 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 171.9 171.9 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 190.4 190.4 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A LATERAL REINSTATEMENT 200 200 0.0 0 0 6 VCP 256 0 1/1/1978 4 451815_451815A Total 158,726
451821B_451820 LINING 109.7 125.2 15.5 ft 426 6,603 6 VCP 462 1/1/1930 4 451821B_451820 Total 6,603
451822A_451816A POINT REPAIR 93.1 104.7 11.6 EA 18,720 18,720 6 VCP 217 1/1/1930 3 451822A_451816A POINT REPAIR 173.1 199 25.9 EA 18,720 18,720 6 VCP 217 1/1/1930 3 451822A_451816A POINT REPAIR 202.6 208.6 6.0 EA 18,720 18,720 6 VCP 217 1/1/1930 3 451822A_451816A Total 56,160
451827_451826 POINT REPAIR 55 61 6.0 EA 18,720 18,720 6 PVC 167 1/1/2006 3 451827_451826 POINT REPAIR 124.3 130.3 6.0 EA 18,720 18,720 6 PVC 167 1/1/2006 3 451827_451826 Total 37,440
452028_452027 POINT REPAIR 65.10129 70.30129 5.2 EA 18,720 18,720 6 Lined VCP 70 1/1/1995 4 452028_452027 Total 18,720
452031_452108 POINT REPAIR 330.1 336.7668 6.7 EA 18,720 18,720 6 VCP 337 1/1/1970 4 452031_452108 Total 18,720
452032_452031 REPLACEMENT 0 79.87509 79.9 ft 620 49,523 6 Lined VCP 80 0 1/1/1998 4 452032_452031 Total 49,523
452101_452024 REPLACEMENT 0 134.853 134.9 ft 620 83,609 6 VCP 135 2 1/1/1970 4 452101_452024 LATERAL REINSTATEMENT 63.5 63.5 0.0 0 0 6 VCP 135 0 1/1/1970 4 452101_452024 LATERAL REINSTATEMENT 86.4 86.4 0.0 0 0 6 VCP 135 0 1/1/1970 4 452101_452024 Total 83,609
452108_452025 POINT REPAIR 0 4.2 4.2 EA 18,720 18,720 6 HDPE 155 1/1/2005 3 452108_452025 POINT REPAIR 140.1 146.1 6.0 EA 18,720 18,720 6 HDPE 155 1/1/2005 3 452108_452025 POINT REPAIR 151 154.7043 3.7 EA 18,720 18,720 6 HDPE 155 1/1/2005 3 452108_452025 Total 56,160
452109_452108 REPLACEMENT 0 91.41224 91.4 ft 620 56,676 6 VCP 91 1 1/1/1970 4 452109_452108 LATERAL REINSTATEMENT 0 0 0.0 0 0 6 VCP 91 0 1/1/1970 4 452109_452108 Total 56,676
452111_452108 POINT REPAIR 85.39952 91.39952 6.0 EA 18,720 18,720 6 Lined VCP 159 1/1/2005 4 452111_452108 POINT REPAIR 130.2995 139.4995 9.2 EA 18,720 18,720 6 Lined VCP 159 1/1/2005 4 452111_452108 Total 37,440
452403_452404 POINT REPAIR 86.8 111.3 24.5 EA 27,240 27,240 12 HDPE 291 1/1/1999 3 452403_452404 POINT REPAIR 275.3 287.9 12.6 EA 27,240 27,240 12 HDPE 291 1/1/1999 3 452403_452404 Total 54,480
452408_403316 POINT REPAIR 0 3.2 3.2 EA 18,720 18,720 6 VCP 277 1/1/1970 4 452408_403316 Total 18,720
452408A_452408 POINT REPAIR 86.14687 93.14687 7.0 EA 18,720 18,720 6 VCP 252 1/1/1970 4 452408A_452408 POINT REPAIR 239.6469 251.9469 12.3 EA 18,720 18,720 6 VCP 252 1/1/1970 4 452408A_452408 Total 37,440
452410_452409 POINT REPAIR 176.9642 179.9642 3.0 EA 18,720 18,720 6 Lined VCP 180 1/1/2005 5 452410_452409 Total 18,720
452411_452402 REPLACEMENT 0 129.7399 129.7 ft 620 80,439 6 Lined VCP 130 5 1/1/2005 5 452411_452402 LATERAL REINSTATEMENT 108.2399 108.2399 0.0 0 0 6 Lined VCP 130 0 1/1/2005 5 452411_452402 LATERAL REINSTATEMENT 81.23989 81.23989 0.0 0 0 6 Lined VCP 130 0 1/1/2005 5 452411_452402 LATERAL REINSTATEMENT 59.03989 59.03989 0.0 0 0 6 Lined VCP 130 0 1/1/2005 5 420
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 452411_452402 LATERAL REINSTATEMENT 56.93989 56.93989 0.0 0 0 6 Lined VCP 130 0 1/1/2005 5 452411_452402 LATERAL REINSTATEMENT 32.53989 32.53989 0.0 0 0 6 Lined VCP 130 0 1/1/2005 5 452411_452402 Total 80,439
452415_452603 POINT REPAIR 36.9 42.9 6.0 EA 18,720 18,720 6 Lined VCP 96 1/1/2005 3 452415_452603 Total 18,720
452417_452416 POINT REPAIR 195.2 201.2 6.0 EA 18,720 18,720 6 Lined VCP 205 1/1/2005 3 452417_452416 Total 18,720
452418_452417 POINT REPAIR 87.6 93.6 6.0 EA 18,720 18,720 6 Lined VCP 101 1/1/2005 4 452418_452417 Total 18,720
452420_452421 POINT REPAIR 315.9 320.4234 4.5 EA 18,720 18,720 6 Lined VCP 320 1/1/2006 3 452420_452421 Total 18,720
452423_452422 POINT REPAIR 158.3097 164.3097 6.0 EA 18,720 18,720 6 HDPE 167 1/1/2001 3 452423_452422 Total 18,720
452504_452504A POINT REPAIR 189.6307 195.6307 6.0 EA 18,720 18,720 6 PVC 292 1/1/2006 3 452504_452504A POINT REPAIR 231.5307 237.5307 6.0 EA 18,720 18,720 6 PVC 292 1/1/2006 3 452504_452504A Total 37,440
452504A_452503 POINT REPAIR 163.4307 176.5307 13.1 EA 18,720 18,720 6 Lined VCP 292 1/1/2006 4 452504A_452503 POINT REPAIR 223.1307 229.1307 6.0 EA 18,720 18,720 6 Lined VCP 292 1/1/2006 4 452504A_452503 POINT REPAIR 252.0307 279.9307 27.9 EA 18,720 18,720 6 Lined VCP 292 1/1/2006 4 452504A_452503 Total 56,160
452528_452420 POINT REPAIR 118.4 124.4 6.0 EA 18,720 18,720 6 Lined VCP 165 1/1/2006 4 452528_452420 Total 18,720
452613_451826 LINING 356.1468 362.1468 6.0 ft 426 2,556 6 VCP 369 1/1/1970 4 452613_451826 Total 2,556
452718_452719 POINT REPAIR 186.5389 192.5389 6.0 EA 18,720 18,720 6 VCP 195 1/1/1940 4 452718_452719 Total 18,720
452719_452720 POINT REPAIR 94.7 100.7 6.0 EA 18,720 18,720 6 VCP 256 1/1/1940 4 452719_452720 POINT REPAIR 144 150 6.0 EA 18,720 18,720 6 VCP 256 1/1/1940 4 452719_452720 Total 37,440
452728_452525 POINT REPAIR 0 138.6608 138.7 EA 18,720 18,720 6 Lined VCP 139 1/1/2005 4 452728_452525 Total 18,720
452734_452733 POINT REPAIR 0 3.5 3.5 EA 18,720 18,720 6 Lined VCP 179 1/1/2006 3 452734_452733 POINT REPAIR 174.0565 178.5565 4.5 EA 18,720 18,720 6 Lined VCP 179 1/1/2006 3 452734_452733 Total 37,440
452804_452712 POINT REPAIR 121.6 127.6 6.0 EA 18,720 18,720 6 Lined VCP 287 1/1/2005 4 452804_452712 Total 18,720
452805_452804 POINT REPAIR 0 4.7 4.7 EA 18,720 18,720 6 Lined VCP 140 1/1/2006 4 452805_452804 POINT REPAIR 92.4 98.4 6.0 EA 18,720 18,720 6 Lined VCP 140 1/1/2006 4 452805_452804 Total 37,440
452806_452717 POINT REPAIR 52.863 81.56299 28.7 EA 18,720 18,720 6 Lined VCP 210 1/1/2005 3 452806_452717 Total 18,720
452815_452813 LINING 95.00994 101.0099 6.0 ft 426 2,556 6 VCP 137 1/1/1940 4 452815_452813 POINT REPAIR 133.8099 137.4099 3.6 EA 18,720 18,720 6 VCP 137 1/1/1940 4 452815_452813 Total 21,276
453602_453601 POINT REPAIR 121.4 127.4 6.0 EA 18,720 18,720 6 Lined VCP 161 1/1/2001 4 453602_453601 POINT REPAIR 145.5 159.7 14.2 EA 18,720 18,720 6 Lined VCP 161 1/1/2001 4 453602_453601 Total 37,440
453603_453602 POINT REPAIR 0 6 6.0 EA 18,720 18,720 6 VCP 268 1/1/1960 3 453603_453602 Total 18,720
453604_453603 POINT REPAIR 0 4.8 4.8 EA 18,720 18,720 6 Lined VCP 273 1/1/2001 3 453604_453603 Total 18,720
421
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 453605_453604 POINT REPAIR 212 273.8929 61.9 EA 18,720 18,720 6 VCP 274 1/1/1960 4 453605_453604 Total 18,720
453716A_453716B POINT REPAIR 247.3 253.3 6.0 EA 22,440 22,440 8 VCP 285 1/1/1973 4 453716A_453716B Total 22,440
453716B_453716C LINING 146.4 152.4 6.0 ft 474 2,844 8 VCP 314 1/1/1973 3 453716B_453716C Total 2,844
453725_453716 POINT REPAIR 62.9 68.9 6.0 EA 22,440 22,440 8 VCP 189 1/1/1964 4 453725_453716 Total 22,440
453901_453601 POINT REPAIR 44.9 50.9 6.0 EA 18,720 18,720 6 Lined VCP 95 1/1/2001 3 453901_453601 Total 18,720
454004_454005 REPLACEMENT 0 268.924 268.9 ft 620 166,733 6 VCP 269 9 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 74.5 74.5 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 94.8 94.8 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 133.3 133.3 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 183.6 183.6 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 227.9 227.9 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 254.4 254.4 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 268.924 268.924 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 268.924 268.924 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 LATERAL REINSTATEMENT 268.924 268.924 0.0 0 0 6 VCP 269 0 1/1/1960 4 454004_454005 Total 166,733
454005_454006 REPLACEMENT 0 203.0623 203.1 ft 620 125,899 6 VCP 203 2 1/1/1960 4 454005_454006 LATERAL REINSTATEMENT 33.2 33.2 0.0 0 0 6 VCP 203 0 1/1/1960 4 454005_454006 LATERAL REINSTATEMENT 199.9 199.9 0.0 0 0 6 VCP 203 0 1/1/1960 4 454005_454006 Total 125,899
454005_454107 REPLACEMENT 0 146.3805 146.4 ft 620 90,756 6 VCP 146 10 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 22.1 22.1 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 36 36 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 92.9 92.9 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 100.8 100.8 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 146.3805 146.3805 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 146.3805 146.3805 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 146.3805 146.3805 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 146.3805 146.3805 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 146.3805 146.3805 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 LATERAL REINSTATEMENT 146.3805 146.3805 0.0 0 0 6 VCP 146 0 1/1/1960 4 454005_454107 Total 90,756
454006_454101 REPLACEMENT 0 219.9656 220.0 ft 620 136,379 6 VCP 220 4 1/1/1960 4 454006_454101 LATERAL REINSTATEMENT 21.1 21.1 0.0 0 0 6 VCP 220 0 1/1/1960 4 454006_454101 LATERAL REINSTATEMENT 95.8 95.8 0.0 0 0 6 VCP 220 0 1/1/1960 4 454006_454101 LATERAL REINSTATEMENT 156.8 156.8 0.0 0 0 6 VCP 220 0 1/1/1960 4 454006_454101 LATERAL REINSTATEMENT 214.8 214.8 0.0 0 0 6 VCP 220 0 1/1/1960 4 454006_454101 Total 136,379
454101_454102 POINT REPAIR 0 34.9 34.9 EA 18,720 18,720 6 VCP 309 1/1/1960 4 454101_454102 POINT REPAIR 70 76 6.0 EA 18,720 18,720 6 VCP 309 1/1/1960 4 454101_454102 POINT REPAIR 241.8 247.8 6.0 EA 18,720 18,720 6 VCP 309 1/1/1960 4 454101_454102 Total 56,160
454102_454103 REPLACEMENT 0 424.2059 424.2 ft 620 263,008 6 Lined VCP 424 11 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 33 33 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 71.5 71.5 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 110.5 110.5 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 422
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 454102_454103 LATERAL REINSTATEMENT 149.3 149.3 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 188.2 188.2 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 231.9 231.9 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 264.2 264.2 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 315.1 315.1 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 341.2 341.2 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 398 398 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 LATERAL REINSTATEMENT 411.9 411.9 0.0 0 0 6 Lined VCP 424 0 1/1/1998 4 454102_454103 Total 263,008
454103_454104 REPLACEMENT 0 277.5054 277.5 ft 620 172,053 6 Lined VCP 278 7 1/1/1998 4 454103_454104 LATERAL REINSTATEMENT 47.4 47.4 0.0 0 0 6 Lined VCP 278 0 1/1/1998 4 454103_454104 LATERAL REINSTATEMENT 67.6 67.6 0.0 0 0 6 Lined VCP 278 0 1/1/1998 4 454103_454104 LATERAL REINSTATEMENT 123.9 123.9 0.0 0 0 6 Lined VCP 278 0 1/1/1998 4 454103_454104 LATERAL REINSTATEMENT 169.2 169.2 0.0 0 0 6 Lined VCP 278 0 1/1/1998 4 454103_454104 LATERAL REINSTATEMENT 218.9 218.9 0.0 0 0 6 Lined VCP 278 0 1/1/1998 4 454103_454104 LATERAL REINSTATEMENT 263.7 263.7 0.0 0 0 6 Lined VCP 278 0 1/1/1998 4 454103_454104 LATERAL REINSTATEMENT 271.5 271.5 0.0 0 0 6 Lined VCP 278 0 1/1/1998 4 454103_454104 Total 172,053
454104_453905 POINT REPAIR 41.6 47.6 6.0 EA 18,720 18,720 6 VCP 276 1/1/1960 4 454104_453905 POINT REPAIR 91.7 97.7 6.0 EA 18,720 18,720 6 VCP 276 1/1/1960 4 454104_453905 Total 37,440
454105_454104 POINT REPAIR 11.4 17.4 6.0 EA 18,720 18,720 6 Lined VCP 289 1/1/1998 3 454105_454104 POINT REPAIR 92.7 98.7 6.0 EA 18,720 18,720 6 Lined VCP 289 1/1/1998 3 454105_454104 Total 37,440
454106_454105 REPLACEMENT 0 423.3697 423.4 ft 620 262,489 6 HDPE 423 10 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 22.3 22.3 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 72 72 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 94.9 94.9 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 155.6 155.6 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 173.1 173.1 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 231.1 231.1 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 251.5 251.5 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 314.2 314.2 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 316.7 316.7 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 LATERAL REINSTATEMENT 366.5 366.5 0.0 0 0 6 HDPE 423 0 1/1/2002 3 454106_454105 Total 262,489
454107_454106 REPLACEMENT 0 401.2961 401.3 ft 620 248,804 6 HDPE 401 9 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 80 80 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 106.1 106.1 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 147.2 147.2 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 183.2 183.2 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 220.3 220.3 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 259.2 259.2 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 297.6 297.6 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 335.8 335.8 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 LATERAL REINSTATEMENT 368.2 368.2 0.0 0 0 6 HDPE 401 0 1/1/2003 3 454107_454106 Total 248,804
454202_454201 POINT REPAIR 0 5.9 5.9 EA 18,720 18,720 6 VCP 160 1/1/1960 4 454202_454201 POINT REPAIR 145.7 151.7 6.0 EA 18,720 18,720 6 VCP 160 1/1/1960 4 454202_454201 Total 37,440
454203_454202 POINT REPAIR 159.5 165.5 6.0 EA 18,720 18,720 6 VCP 170 1/1/1960 4 423
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 454203_454202 Total 18,720
454204_454203 POINT REPAIR 0.1 6.1 6.0 EA 18,720 18,720 6 VCP 72 1/1/1960 3 454204_454203 Total 18,720
454206_454205 POINT REPAIR 0 4.6 4.6 EA 18,720 18,720 6 VCP 122 1/1/1960 3 454206_454205 Total 18,720
454210_454209 POINT REPAIR 49.92197 55.92197 6.0 EA 18,720 18,720 6 VCP 101 1/1/1960 3 454210_454209 Total 18,720
454211_454209 POINT REPAIR 0 5.7 5.7 EA 18,720 18,720 6 VCP 171 1/1/1960 3 454211_454209 Total 18,720
454213_454212 POINT REPAIR 51.5 57.5 6.0 EA 18,720 18,720 6 VCP 141 1/1/1960 4 454213_454212 POINT REPAIR 130.5 136.5 6.0 EA 18,720 18,720 6 VCP 141 1/1/1960 4 454213_454212 Total 37,440
454214_454213 REPLACEMENT 0 199.1714 199.2 ft 620 123,486 6 VCP 199 1 1/1/1960 4 454214_454213 LATERAL REINSTATEMENT 71.5 71.5 0.0 0 0 6 VCP 199 0 1/1/1960 4 454214_454213 Total 123,486
454303_454302 REPLACEMENT 0 272.7941 272.8 ft 650 177,316 8 VCP 273 5 1/1/1970 4 454303_454302 LATERAL REINSTATEMENT 22.8 22.8 0.0 0 0 8 VCP 273 0 1/1/1970 4 454303_454302 LATERAL REINSTATEMENT 211.2 211.2 0.0 0 0 8 VCP 273 0 1/1/1970 4 454303_454302 LATERAL REINSTATEMENT 239.5 239.5 0.0 0 0 8 VCP 273 0 1/1/1970 4 454303_454302 LATERAL REINSTATEMENT 277 272.7941 -4.2 0 0 8 VCP 273 0 1/1/1970 4 454303_454302 LATERAL REINSTATEMENT 272.7941 272.7941 0.0 0 0 8 VCP 273 0 1/1/1970 4 454303_454302 Total 177,316
454304_454301 POINT REPAIR 0 3 3.0 EA 22,440 22,440 8 Lined VCP 52 1/1/2001 3 454304_454301 Total 22,440
454305_454301 LINING 2 8 6.0 ft 474 2,844 8 VCP 43 1/1/1950 3 454305_454301 Total 2,844
454402_454401 POINT REPAIR 0 3.6 3.6 EA 18,720 18,720 6 VCP 123 1/1/1960 3 454402_454401 Total 18,720
454404_454405 POINT REPAIR 219.9 225.9 6.0 EA 18,720 18,720 6 VCP 230 1/1/1960 3 454404_454405 Total 18,720
454406_454407 POINT REPAIR 140.1 155 14.9 EA 18,720 18,720 6 VCP 167 1/1/1960 3 454406_454407 Total 18,720
454413_454411 POINT REPAIR 149.2 152.8717 3.7 EA 18,720 18,720 6 VCP 153 1/1/1960 4 454413_454411 Total 18,720
454414_454413 POINT REPAIR 67.4 73.4 6.0 EA 18,720 18,720 6 VCP 90 1/1/1960 3 454414_454413 Total 18,720
454415_454414 POINT REPAIR 70.2 76.2 6.0 EA 18,720 18,720 6 VCP 221 1/1/1960 3 454415_454414 Total 18,720
454416_454417 POINT REPAIR 8.058862 14.05886 6.0 EA 18,720 18,720 6 VCP 68 1/1/1960 3 454416_454417 Total 18,720
454417_454419 REPLACEMENT 0 169.5126 169.5 ft 620 105,098 6 VCP 170 3 1/1/1960 4 454417_454419 LATERAL REINSTATEMENT 55.2 55.2 0.0 0 0 6 VCP 170 0 1/1/1960 4 454417_454419 LATERAL REINSTATEMENT 67.6 67.6 0.0 0 0 6 VCP 170 0 1/1/1960 4 454417_454419 LATERAL REINSTATEMENT 102.6 102.6 0.0 0 0 6 VCP 170 0 1/1/1960 4 454417_454419 Total 105,098
454418_454417 POINT REPAIR 30.04605 36.04605 6.0 EA 18,720 18,720 6 Lined VCP 133 1/1/2001 4 454418_454417 POINT REPAIR 55.44605 112.0461 56.6 EA 18,720 18,720 6 Lined VCP 133 1/1/2001 4 454418_454417 POINT REPAIR 121.7461 127.7461 6.0 EA 18,720 18,720 6 Lined VCP 133 1/1/2001 4 454418_454417 Total 56,160
454419_454420 POINT REPAIR 128.0946 131.0946 3.0 EA 18,720 18,720 6 VCP 131 1/1/1960 4 454419_454420 Total 18,720
424
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 454421_454423 POINT REPAIR 82.6 88.6 6.0 EA 18,720 18,720 6 VCP 126 1/1/1960 3 454421_454423 Total 18,720
454424_454425 POINT REPAIR 103.6 121.1 17.5 EA 18,720 18,720 6 VCP 406 1/1/1960 3 454424_454425 POINT REPAIR 343.9 349.9 6.0 EA 18,720 18,720 6 VCP 406 1/1/1960 3 454424_454425 Total 37,440
454425_454426 POINT REPAIR 61.2 68.9 7.7 EA 18,720 18,720 6 HDPE 94 1/1/2003 3 454425_454426 Total 18,720
454431_454425 POINT REPAIR 50.63658 54.93658 4.3 EA 18,720 18,720 6 VCP 55 1/1/1960 4 454431_454425 Total 18,720
454432_453401 POINT REPAIR 2 8 6.0 EA 18,720 18,720 6 VCP 439 1/1/1950 4 454432_453401 Total 18,720
454503_454502 POINT REPAIR 230.4 236.4 6.0 EA 18,720 18,720 6 VCP 330 1/1/1960 4 454503_454502 POINT REPAIR 248.6 254.6 6.0 EA 18,720 18,720 6 VCP 330 1/1/1960 4 454503_454502 Total 37,440
454503_454701 POINT REPAIR 93.6 99.6 6.0 EA 18,720 18,720 6 VCP 133 1/1/1960 4 454503_454701 POINT REPAIR 122 128 6.0 EA 18,720 18,720 6 VCP 133 1/1/1960 4 454503_454701 Total 37,440
454505_454504 POINT REPAIR 101.3826 105.0826 3.7 EA 18,720 18,720 6 VCP 105 1/1/1960 3 454505_454504 Total 18,720
454507_454505 POINT REPAIR 201.1317 237.3317 36.2 EA 18,720 18,720 6 VCP 238 1/1/1960 4 454507_454505 Total 18,720
454601_454508 POINT REPAIR 0 62.909 62.9 EA 18,720 18,720 6 VCP 63 1/1/1960 4 454601_454508 Total 18,720
454602_454603 POINT REPAIR 147.8 153.8 6.0 EA 18,720 18,720 6 HDPE 300 1/1/2003 3 454602_454603 Total 18,720
454603_454606A POINT REPAIR 62.8 65.68313 2.9 EA 18,720 18,720 6 VCP 66 1/1/1960 3 454603_454606A Total 18,720
454603_454610 POINT REPAIR 22.1 28.1 6.0 EA 18,720 18,720 6 VCP 271 1/1/1960 4 454603_454610 POINT REPAIR 57 63 6.0 EA 18,720 18,720 6 VCP 271 1/1/1960 4 454603_454610 POINT REPAIR 130.2 141.3 11.1 EA 18,720 18,720 6 VCP 271 1/1/1960 4 454603_454610 Total 56,160
454610_454609 POINT REPAIR 238.1 244.1 6.0 EA 18,720 18,720 6 VCP 251 1/1/1960 3 454610_454609 Total 18,720
454611_454503 POINT REPAIR 40 46 6.0 EA 18,720 18,720 6 VCP 222 1/1/1960 4 454611_454503 POINT REPAIR 138.3 144.3 6.0 EA 18,720 18,720 6 VCP 222 1/1/1960 4 454611_454503 Total 37,440
454611_454610 POINT REPAIR 53.6 59.6 6.0 EA 18,720 18,720 6 Lined VCP 229 1/1/2002 3 454611_454610 Total 18,720
454707_454703 LINING 259.2 265.2 6.0 ft 426 2,556 6 VCP 273 1/1/1960 4 454707_454703 POINT REPAIR 255.5 268.1 12.6 EA 18,720 18,720 6 VCP 273 1/1/1960 4 454707_454703 Total 21,276
454708_454707 POINT REPAIR 0.3 6.3 6.0 EA 18,720 18,720 6 VCP 225 1/1/1960 4 454708_454707 POINT REPAIR 212 218 6.0 EA 18,720 18,720 6 VCP 225 1/1/1960 4 454708_454707 Total 37,440
454710_454709 POINT REPAIR 177 183 6.0 EA 18,720 18,720 6 Lined VCP 258 1/1/2002 4 454710_454709 Total 18,720
454711_454709 POINT REPAIR 121.287 127.287 6.0 EA 18,720 18,720 6 Lined VCP 202 1/1/2002 4 454711_454709 POINT REPAIR 146.487 167.087 20.6 EA 18,720 18,720 6 Lined VCP 202 1/1/2002 4 454711_454709 Total 37,440
454908_454801 POINT REPAIR 0 4.7 4.7 EA 18,720 18,720 6 Lined VCP 214 1/1/1998 3 454908_454801 Total 18,720
425
ID Repair Type Begin End Rehab. Length (ft) Unit Unit Cost Plan Cost Pipe Size Material Pipe LengthNum. of LateralsInstall Date Risk Score Appendix K. Gravity Mains Final Rehabilitation Plan Details 455001_455002 POINT REPAIR 0 4.4 4.4 EA 18,720 18,720 6 Lined VCP 415 1/1/2002 3 455001_455002 Total 18,720
455004_PS3 REPLACEMENT 0 30.42707 30.4 ft 620 18,865 6 HDPE 30 0 1/1/2003 3 455004_PS3 Total 18,865
455101_454606 POINT REPAIR 129.7 135.7 6.0 EA 18,720 18,720 6 VCP 154 1/1/1960 4 455101_454606 Total 18,720
455103_455101 POINT REPAIR 56.6 62.6 6.0 EA 18,720 18,720 6 VCP 176 1/1/1960 4 455103_455101 POINT REPAIR 87.6 103.3 15.7 EA 18,720 18,720 6 VCP 176 1/1/1960 4 455103_455101 POINT REPAIR 155.7 175 19.3 EA 18,720 18,720 6 VCP 176 1/1/1960 4 455103_455101 Total 56,160
455107_455105 POINT REPAIR 45.3 51.3 6.0 EA 18,720 18,720 6 VCP 229 1/1/1960 4 455107_455105 Total 18,720
455108LH_455107 POINT REPAIR 45.73027 51.73027 6.0 EA 18,720 18,720 6 VCP 237 1/1/1960 4 455108LH_455107 POINT REPAIR 162.9303 186.8303 23.9 EA 18,720 18,720 6 VCP 237 1/1/1960 4 455108LH_455107 POINT REPAIR 194.0303 200.0303 6.0 EA 18,720 18,720 6 VCP 237 1/1/1960 4 455108LH_455107 Total 56,160
LH433213_442504 REPLACEMENT 0 130 130.0 ft 620 80,600 6 VCP 130 1 1/1/1953 5 LH433213_442504 LATERAL REINSTATEMENT 129.5 129.5 0.0 0 0 6 VCP 130 0 1/1/1953 5 LH433213_442504 Total 80,600
LH450104B_450104 POINT REPAIR 168.3932 174.3932 6.0 EA 18,720 18,720 6 VCP 227 1/1/1970 4 LH450104B_450104 Total 18,720
Grand Total 28,884,925
426
Appendix L. Sewer Near-term CIP Summary Sheet for
2024-2030
427
CIP Category FY Design Cost Construction Cost Cost/FY Note Contributing Development(s) San Juan LS Capacity FY 2023-2024 $0 None
San Juan LS Capacity FY 2024-2025 $1,500,000 $1,500,000 30% Total Cost San Juan LS Capacity FY 2025-2026 $1,750,000 $1,750,000 35% Total Cost San Juan LS Capacity FY 2026-2027 $1,750,000 $1,750,000 35% Total Cost San Juan LS Capacity FY 2027-2028 $0
San Juan LS Capacity FY 2028-2029 $0
San Juan LS Capacity FY 2029-2030 $0
CCIP_1 Capacity FY 2023-2024 $115,515 $115,515 30% Total Cost None CCIP_1 Capacity FY 2024-2025 $269,535 $269,535 70% Total Cost CCIP_1 Capacity FY 2025-2026 $0
CCIP_1 Capacity FY 2026-2027 $0
CCIP_1 Capacity FY 2027-2028 $0
CCIP_1 Capacity FY 2028-2029 $0
CCIP_1 Capacity FY 2029-2030 $0
CCIP_2 Capacity FY 2023-2024 $632,388 $632,388 30% Total Cost None CCIP_2 Capacity FY 2024-2025 $1,475,572 $1,475,572 70% Total Cost CCIP_2 Capacity FY 2025-2026 $0
CCIP_2 Capacity FY 2026-2027 $0
CCIP_2 Capacity FY 2027-2028 $0
CCIP_2 Capacity FY 2028-2029 $0
CCIP_2 Capacity FY 2029-2030 $0
CCIP_3 Capacity FY 2023-2024 $0 Davis St.

CCIP_3 Capacity FY 2024-2025 $59,922 $59,922 30% Total Cost CCIP_3 Capacity FY 2025-2026 $139,818 $139,818 70% Total Cost Related: CCIP_13, CCIP_14 CCIP_3 Capacity FY 2026-2027 $0
CCIP_3 Capacity FY 2027-2028 $0
CCIP_3 Capacity FY 2028-2029 $0
CCIP_3 Capacity FY 2029-2030 $0
CCIP_4 Capacity FY 2023-2024 $0
CCIP_4 Capacity FY 2024-2025 $0
CCIP_4 Capacity FY 2025-2026 $0
CCIP_4 Capacity FY 2026-2027 $0
CCIP_4 Capacity FY 2027-2028 $0
CCIP_4 Capacity FY 2028-2029 $0
CCIP_4 Capacity FY 2029-2030 $117,360 $117,360 30% Total Cost CCIP_5 Capacity FY 2023-2024 $0
CCIP_5 Capacity FY 2024-2025 $0
CCIP_5 Capacity FY 2025-2026 $0
CCIP_5 Capacity FY 2026-2027 $0
CCIP_5 Capacity FY 2027-2028 $0
CCIP_5 Capacity FY 2028-2029 $0
CCIP_5 Capacity FY 2029-2030 $445,890 $445,890 30% Total Cost CCIP_6 Capacity FY 2023-2024 $0 Belmont Village
CCIP_6 Capacity FY 2024-2025 $0
CCIP_6 Capacity FY 2025-2026 $0 Related: CCIP_7
CCIP_6 Capacity FY 2026-2027 $321,120 $321,120 30% Total Cost CCIP_6 Capacity FY 2027-2028 $749,280 $749,280 70% Total Cost CCIP_6 Capacity FY 2028-2029 $0
CCIP_6 Capacity FY 2029-2030 $0
CCIP_7 Capacity FY 2023-2024 $0 Belmont Village
CCIP_7 Capacity FY 2024-2025 $0
CCIP_7 Capacity FY 2025-2026 $0 Related: CCIP_6
CCIP_7 Capacity FY 2026-2027 $77,760 $77,760 30% Total Cost CCIP_7 Capacity FY 2027-2028 $181,440 $181,440 70% Total Cost CCIP_7 Capacity FY 2028-2029 $0
CCIP_7 Capacity FY 2029-2030 $0
CCIP_8 (includes HIA CIP-1B) Capacity FY 2023-2024 $0 Portion of HIA CCIP_8 (includes HIA CIP-1B) Capacity FY 2024-2025 $0
CCIP_8 (includes HIA CIP-1B) Capacity FY 2025-2026 $0
CCIP_8 (includes HIA CIP-1B) Capacity FY 2026-2027 $0
CCIP_8 (includes HIA CIP-1B) Capacity FY 2027-2028 $1,283,589 $1,283,589 30% Total Cost CCIP_8 (includes HIA CIP-1B) Capacity FY 2028-2029 $1,497,521 $1,497,521 35% Total Cost CCIP_8 (includes HIA CIP-1B) Capacity FY 2029-2030 $1,497,521 $1,497,521 35% Total Cost CCIP_9 Capacity FY 2023-2024 $0
CCIP_9 Capacity FY 2024-2025 $0
CCIP_9 Capacity FY 2025-2026 $0
CCIP_9 Capacity FY 2026-2027 $0
CCIP_9 Capacity FY 2027-2028 $0
CCIP_9 Capacity FY 2028-2029 $0
CCIP_9 Capacity FY 2029-2030 $560,976 $560,976 30% Total Cost CCIP_10 Capacity FY 2023-2024 $0
CCIP_10 Capacity FY 2024-2025 $0
CCIP_10 Capacity FY 2025-2026 $0
CCIP_10 Capacity FY 2026-2027 $0
CCIP_10 Capacity FY 2027-2028 $0
CCIP_10 Capacity FY 2028-2029 $0
CCIP_10 Capacity FY 2029-2030 $0
CCIP_11 Capacity FY 2023-2024 $0
CCIP_11 Capacity FY 2024-2025 $0
CCIP_11 Capacity FY 2025-2026 $0
CCIP_11 Capacity FY 2026-2027 $0
CCIP_11 Capacity FY 2027-2028 $0
CCIP_11 Capacity FY 2028-2029 $0
CCIP_11 Capacity FY 2029-2030 $0
CCIP_12 Capacity FY 2023-2024 $0 El Camino Real Corridor Mixed Use CCIP_12 Capacity FY 2024-2025 $0
CCIP_12 Capacity FY 2025-2026 $0
428
CIP Category FY Design Cost Construction Cost Cost/FY Note Contributing Development(s) CCIP_12 Capacity FY 2026-2027 $0
CCIP_12 Capacity FY 2027-2028 $0
CCIP_12 Capacity FY 2028-2029 $0
CCIP_12 Capacity FY 2029-2030 $61,149 $61,149 30% Total Cost CCIP_13 Capacity FY 2023-2024 $0 Davis St.

CCIP_13 Capacity FY 2024-2025 $0
CCIP_13 Capacity FY 2025-2026 $0 Related: CCIP_3, CCIP_14 CCIP_13 Capacity FY 2026-2027 $0
CCIP_13 Capacity FY 2027-2028 $0
CCIP_13 Capacity FY 2028-2029 $0
CCIP_13 Capacity FY 2029-2030 $0
CCIP_14 Capacity FY 2023-2024 $0 Davis St.

CCIP_14 Capacity FY 2024-2025 $0
CCIP_14 Capacity FY 2025-2026 $0 Related: CCIP_3, CCIP_13 CCIP_14 Capacity FY 2026-2027 $0
CCIP_14 Capacity FY 2027-2028 $0
CCIP_14 Capacity FY 2028-2029 $0
CCIP_14 Capacity FY 2029-2030 $0
San Juan FM Condition FY 2023-2024 $0
San Juan FM Condition FY 2024-2025 $878,274 $878,274 30% Total Cost San Juan FM Condition FY 2025-2026 $1,024,653 $1,024,653 35% Total Cost San Juan FM Condition FY 2026-2027 $1,024,653 $1,024,653 35% Total Cost San Juan FM Condition FY 2027-2028 $0
San Juan FM Condition FY 2028-2029 $0
San Juan FM Condition FY 2029-2030 $0
Island Park LS & FM Condition FY 2023-2024 $0
Island Park LS & FM Condition FY 2024-2025 $1,321,560 $1,321,560 30% Total Cost Island Park LS & FM Condition FY 2025-2026 $1,541,820 $1,541,820 35% Total Cost Island Park LS & FM Condition FY 2026-2027 $1,541,820 $1,541,820 35% Total Cost Island Park LS & FM Condition FY 2027-2028 $0
Island Park LS & FM Condition FY 2028-2029 $0
Island Park LS & FM Condition FY 2029-2030 $0
Sports Complex FM Condition FY 2023-2024 $0
Sports Complex FM Condition FY 2024-2025 $44,160 $44,160 30% Total Cost Sports Complex FM Condition FY 2025-2026 $51,520 $51,520 35% Total Cost Sports Complex FM Condition FY 2026-2027 $51,520 $51,520 35% Total Cost Sports Complex FM Condition FY 2027-2028 $0
Sports Complex FM Condition FY 2028-2029 $0
Sports Complex FM Condition FY 2029-2030 $0
Hiller LS Condition FY 2023-2024 $567,000 $567,000 30% Total Cost Hiller LS Condition FY 2024-2025 $1,323,000 $1,323,000 70% Total Cost Hiller LS Condition FY 2025-2026 $0
Hiller LS Condition FY 2026-2027 $0
Hiller LS Condition FY 2027-2028 $0
Hiller LS Condition FY 2028-2029 $0
Hiller LS Condition FY 2029-2030 $0
Ralston Ranch LS Condition FY 2023-2024 $0
Ralston Ranch LS Condition FY 2024-2025 $0
Ralston Ranch LS Condition FY 2025-2026 $0
Ralston Ranch LS Condition FY 2026-2027 $0
Ralston Ranch LS Condition FY 2027-2028 $0
Ralston Ranch LS Condition FY 2028-2029 $0
Ralston Ranch LS Condition FY 2029-2030 $396,000 $396,000 30% Total Cost Pipeline Rehab Batch 1 Condition FY 2023-2024 $0
Pipeline Rehab Batch 1 Condition FY 2024-2025 $990,745 $990,745 30% Total Cost Pipeline Rehab Batch 1 Condition FY 2025-2026 $2,311,737 $2,311,737 70% Total Cost Pipeline Rehab Batch 1 Condition FY 2026-2027 $0
Pipeline Rehab Batch 1 Condition FY 2027-2028 $0
Pipeline Rehab Batch 1 Condition FY 2028-2029 $0
Pipeline Rehab Batch 1 Condition FY 2029-2030 $0
Pipeline Rehab Batch 2 Condition FY 2023-2024 $0
Pipeline Rehab Batch 2 Condition FY 2024-2025 $0
Pipeline Rehab Batch 2 Condition FY 2025-2026 $1,098,912 $1,098,912 30% Total Cost Pipeline Rehab Batch 2 Condition FY 2026-2027 $2,564,129 $2,564,129 70% Total Cost Pipeline Rehab Batch 2 Condition FY 2027-2028 $0
Pipeline Rehab Batch 2 Condition FY 2028-2029 $0
Pipeline Rehab Batch 2 Condition FY 2029-2030 $0
Pipeline Rehab Batch 3 Condition FY 2023-2024 $0
Pipeline Rehab Batch 3 Condition FY 2024-2025 $0
Pipeline Rehab Batch 3 Condition FY 2025-2026 $0
Pipeline Rehab Batch 3 Condition FY 2026-2027 $911,278 $911,278 30% Total Cost Pipeline Rehab Batch 3 Condition FY 2027-2028 $2,126,314 $2,126,314 70% Total Cost Pipeline Rehab Batch 3 Condition FY 2028-2029 $0
Pipeline Rehab Batch 3 Condition FY 2029-2030 $0
Pipeline Rehab Batch 4 Condition FY 2023-2024 $0
Pipeline Rehab Batch 4 Condition FY 2024-2025 $0
Pipeline Rehab Batch 4 Condition FY 2025-2026 $0
Pipeline Rehab Batch 4 Condition FY 2026-2027 $0
Pipeline Rehab Batch 4 Condition FY 2027-2028 $996,163 $996,163 30% Total Cost Pipeline Rehab Batch 4 Condition FY 2028-2029 $2,324,379 $2,324,379 70% Total Cost Pipeline Rehab Batch 4 Condition FY 2029-2030 $0
Pipeline Rehab Batch 5 Condition FY 2023-2024 $0
Pipeline Rehab Batch 5 Condition FY 2024-2025 $0
Pipeline Rehab Batch 5 Condition FY 2025-2026 $0
Pipeline Rehab Batch 5 Condition FY 2026-2027 $0
Pipeline Rehab Batch 5 Condition FY 2027-2028 $0
Pipeline Rehab Batch 5 Condition FY 2028-2029 $1,250,847 $1,250,847 30% Total Cost 429
CIP Category FY Design Cost Construction Cost Cost/FY Note Contributing Development(s) Pipeline Rehab Batch 5 Condition FY 2029-2030 $2,918,644 $2,918,644 70% Total Cost Pipeline Rehab Batch 6 Condition FY 2023-2024 $0
Pipeline Rehab Batch 6 Condition FY 2024-2025 $0
Pipeline Rehab Batch 6 Condition FY 2025-2026 $0
Pipeline Rehab Batch 6 Condition FY 2026-2027 $0
Pipeline Rehab Batch 6 Condition FY 2027-2028 $0
Pipeline Rehab Batch 6 Condition FY 2028-2029 $0
Pipeline Rehab Batch 6 Condition FY 2029-2030 $710,329 $710,329 30% Total Cost Hiller FM Condition AssessmentCondition FY 2023-2024 $0 Hiller FM Condition AssessmentCondition FY 2024-2025 $200,000 $200,000 Total Cost Hiller FM Condition AssessmentCondition FY 2025-2026 $0 Hiller FM Condition AssessmentCondition FY 2026-2027 $0 Hiller FM Condition AssessmentCondition FY 2027-2028 $0 Hiller FM Condition AssessmentCondition FY 2028-2029 $0 Hiller FM Condition AssessmentCondition FY 2029-2030 $0 Seismic Vulnerability AssessmentCondition FY 2023-2024 $0 Seismic Vulnerability AssessmentCondition FY 2024-2025 $0 Seismic Vulnerability AssessmentCondition FY 2025-2026 $300,000 $300,000 Total Cost Seismic Vulnerability AssessmentCondition FY 2026-2027 $0 Seismic Vulnerability AssessmentCondition FY 2027-2028 $0 Seismic Vulnerability AssessmentCondition FY 2028-2029 $0 Seismic Vulnerability AssessmentCondition FY 2029-2030 $0 HIA CIP-1A (w/Optional) Capacity FY 2023-2024 $0
HIA CIP-1A (w/Optional) Capacity FY 2024-2025 $0
HIA CIP-1A (w/Optional) Capacity FY 2025-2026 $0
HIA CIP-1A (w/Optional) Capacity FY 2026-2027 $988,350 $988,350 30% Total Cost HIA CIP-1A (w/Optional) Capacity FY 2027-2028 $1,153,075 $1,153,075 35% Total Cost HIA CIP-1A (w/Optional) Capacity FY 2028-2029 $1,153,075 $1,153,075 35% Total Cost HIA CIP-1A (w/Optional) Capacity FY 2029-2030 $0
HIA CIP-2 Capacity FY 2023-2024 $0
HIA CIP-2 Capacity FY 2024-2025 $0
HIA CIP-2 Capacity FY 2025-2026 $0
HIA CIP-2 Capacity FY 2026-2027 $396,900 $396,900 30% Total Cost HIA CIP-2 Capacity FY 2027-2028 $926,100 $926,100 70% Total Cost HIA CIP-2 Capacity FY 2028-2029 $0
HIA CIP-2 Capacity FY 2029-2030 $0
HIA CIP-3 Capacity FY 2023-2024 $0
HIA CIP-3 Capacity FY 2024-2025 $0
HIA CIP-3 Capacity FY 2025-2026 $0
HIA CIP-3 Capacity FY 2026-2027 $57,300 $57,300 30% Total Cost HIA CIP-3 Capacity FY 2027-2028 $133,700 $133,700 70% Total Cost HIA CIP-3 Capacity FY 2028-2029 $0
HIA CIP-3 Capacity FY 2029-2030 $0
HIA CIP-3 Condition FY 2023-2024 $0
HIA CIP-3 Condition FY 2024-2025 $0
HIA CIP-3 Condition FY 2025-2026 $0
HIA CIP-3 Condition FY 2026-2027 $73,800 $73,800 30% Total Cost HIA CIP-3 Condition FY 2027-2028 $172,200 $172,200 70% Total Cost HIA CIP-3 Condition FY 2028-2029 $0
HIA CIP-3 Condition FY 2029-2030 $0
HIA CIP-4 Condition FY 2023-2024 $0
HIA CIP-4 Condition FY 2024-2025 $0
HIA CIP-4 Condition FY 2025-2026 $0
HIA CIP-4 Condition FY 2026-2027 $0
HIA CIP-4 Condition FY 2027-2028 $0
HIA CIP-4 Condition FY 2028-2029 $0
HIA CIP-4 Condition FY 2029-2030 $8,100 $8,10030% Total Cost; can be combined with CIP-1 HIA CIP-5 Condition FY 2023-2024 $0
HIA CIP-5 Condition FY 2024-2025 $0
HIA CIP-5 Condition FY 2025-2026 $0
HIA CIP-5 Condition FY 2026-2027 $118,500 $118,500 30% Total Cost HIA CIP-5 Condition FY 2027-2028 $276,500 $276,500 70% Total Cost HIA CIP-5 Condition FY 2028-2029 $0
HIA CIP-5 Condition FY 2029-2030 $0
HIA CIP-6 Condition FY 2023-2024 $0
HIA CIP-6 Condition FY 2024-2025 $0
HIA CIP-6 Condition FY 2025-2026 $0
HIA CIP-6 Condition FY 2026-2027 $0
HIA CIP-6 Condition FY 2027-2028 $0
HIA CIP-6 Condition FY 2028-2029 $0
HIA CIP-6 Condition FY 2029-2030 $66,900 $66,900 30% Total Cost 430
Harbor Industrial Sewer Maintenance District
(HSMD)
Sanitary Sewer Master Plan
FINAL
JANUARY 2024
431
IEC, an Ardurra Company Confidential and Proprietary
Do not distribute without approval.

Harbor Industrial
Sewer Maintenance District (HISMD)
Sanitary Sewer Master Plan
FINAL
Prepared for:

City of Belmont
1 Twin Pines Lane, Suite 385
Belmont, CA 94002
January 29, 2024
Prepared by:

1735 North First St., Suite 304
San Jose, CA 95112
432
IEC, an Ardurra Company ii
Table of Contents
Executive Summary .................................................................................................................................. ES-1 Findings .................................................................................................................................................... ES-1 Recommendations .................................................................................................................................... ES-2

1. Introduction .............................................................................................................................................. 1

1.1. Background and Purpose .................................................................................................................... 1

1.2. Scope and Authorization ..................................................................................................................... 1

1.3. Data Sources....................................................................................................................................... 1

2. Existing System Description ................................................................................................................... 4

2.1. Study Area .......................................................................................................................................... 4

2.1.1. Existing Land Use ........................................................................................................................ 4

2.1.2. Future Developments ................................................................................................................... 4

2.2. Existing Sewer System Facilities ......................................................................................................... 8

3. Wastewater Flow Characteristics and Projections ................................................................................ 9

3.1. Wastewater Flow Components ............................................................................................................ 9

3.1.1. Average Dry Weather Flow........................................................................................................... 9

3.1.2. Peak Dry Weather Flow ................................................................................................................ 9

3.1.3. Peak Wet Weather Flow ............................................................................................................... 9

3.2. Flow Monitoring ................................................................................................................................... 9

3.2.1. Temporary Flow Monitoring Sites ................................................................................................. 9

3.2.2. Flow Monitoring Results ............................................................................................................... 9

4. Sanitary Sewer Design Criteria ............................................................................................................. 13

5. Capacity Evaluation and Condition Assessment ................................................................................. 14

5.1. Capacity Evaluation ........................................................................................................................... 14

5.2. Condition Assessment ....................................................................................................................... 14

6. Capital Improvement Program .............................................................................................................. 18

6.1. Capacity-Related Improvements ....................................................................................................... 18

6.2. Condition-Related Improvements ...................................................................................................... 18

6.3. Cost Estimates .................................................................................................................................. 20

6.4. Recommended Capital Improvement Plan ........................................................................................ 21 433
IEC, an Ardurra Company iii
Figures
Figure ES-1. Vicinity Map .................................................................................................................... ES-3 Figure ES-2. Recommended Capital Improvement Projects ............................................................... ES-4 Figure 1-1. Existing HISMD System .......................................................................................................... 3 Figure 2-1. Existing San Mateo County Unincorporated Area Zone Designations ..................................... 6 Figure 2-2. Anticipated Future Developments in HISMD ........................................................................... 7 Figure 3-1. Temporary Flow Monitoring Locations .................................................................................. 10 Figure 3-2. HISMD Parcels Discharging to Belmont and San Carlos Systems ........................................ 11 Figure 5-1. Capacity Deficient Pipes Under Future PWWF ..................................................................... 16 Figure 5-2. 2017 CCTV Inspection Structural Defects ............................................................................. 17 Figure 6-1. Recommended Capacity-Related Improvements .................................................................. 19 Figure 6-2. Structure Defect Score by Pipe Material ............................................................................... 20 Figure 6-3. Recommended 10-Year Capital Improvement Projects ......................................................... 23 Tables
Table ES-1. Recommended 10-Year Capital Project Cost Estimates (FY 2023 – FY 2033) ................ ES-5 Table 2-1. Anticipated Future Developments in HIA .................................................................................. 5 Table 3-1. Estimated Indoor Water Use for HISMD Service Boundary .................................................... 12 Table 3-2. Estimated Existing ADWF for HISMD Service Boundary ........................................................ 12 Table 4-1. Planning Criteria for Gravity Mains ......................................................................................... 13 Table 5-1. Pipes not CCTV-ed ................................................................................................................ 14 Table 5-2. Pipes Recently Replaced or Rehabilitated by County............................................................. 15 Table 6-1. Pipe Replacement Unit Costs ................................................................................................ 21 Table 6-2. Manhole Rehabilitation Unit Costs ......................................................................................... 21 Table 6-3. Other Construction Unit Costs ................................................................................................ 21 Table 6-4. Flow Control & Monitoring Vault Construction Unit Costs ....................................................... 21 Table 6-5. Recommended 10-Year Capital Project Cost Estimates (FY 2023 – FY 2033)....................... 24

434
IEC, an Ardurra Company iv
Appendices
Appendix A – 2017 CCTV Report by Pro-Pipe for San Mateo County Appendix B – NASSCO PACP Reference & Defect Codes
Appendix C – Condition Assessment Results
Appendix D – Field Survey Data
Appendix E – Hydraulic Model Results
435
IEC, an Ardurra Company v
Abbreviations
ADWF Average Dry Weather Flow
ASCE American Society of Civil Engineers
BWF Base Wastewater Flow
CCTV Closed Circuit Television
CIP Capital Improvement Program
City (or Belmont) City of Belmont
CMMS Computerized Maintenance Management System
DSMH Downstream manhole
du dwelling unit
DWF Dry Weather Flow
EPA Environmental Protection Agency
Facility ID Unique identifier geodatabase assigned to a facility like pipe, manhole, etc.

FAR Floor Area Ratio
FOG Fats, Oils and Grease
fps feet per second
FY Fiscal Year (e.g., FY 2023 is July 1, 2023, to June 30, 2024) GIS Geographic Information System
gpd gallons per day
Grade NASSCO defect grade
GWI Groundwater Infiltration
HIA-San Carlos Capacity
Agreement
1982 Sanitary Sewerage Treatment Capacity Rights and Services agreement between HISMD and San Carlos
HISMD/HIA Harbor Industrial Sanitary Municipal District/ Harbor Industrial Area I/I infiltration and inflow
IEC Infrastructure Engineering Corporation (now Ardurra) LAFCO Local Agency Formation Commission
lf lineal feet
Master Plan Update Sanitary Sewer Master Plan
mg million gallons
mgd million gallons per day
mgd/ac million gallons per day/acre
MPRI Maintenance Pipe Rating Index
NASSCO National Association of Sewer Service Companies
O&M Operations and Maintenance
OPR O&M Pipe Ratings
OPRI Operational Pipe Rating Index
PACP Pipeline Assessment and Certification Program
PVC Poly-vinyl chloride
PWWF Peak Wet Weather Flow
QMR Quick Maintenance Rating
QSR Quick Structural Rating
RCP Reinforced Concrete Pipe
RDI/I Rainfall Dependent Infiltration and Inflow
Regional Board Quality Control San Francisco Bay Regional Water Board San Carlos City of San Carlos
436
IEC, an Ardurra Company vi

Abbreviations
SPR Structural Pipe Ratings
SPRI Structural Pipe Rating Index
SPRR Southern Pacific Railroad
SSMP Sewer System Management Plan
SSO Sanitary Sewer Overflow
sq. ft. square feet
SVCW Silicon Valley Clean Water, Wastewater Treatment Plant SWRCB State Water Resources Control Board
U.S. United States
USEPA United States Environmental Protection Agency
USMH Upstream manhole
437
Executive Summary Page ES-1
Executive Summary
The City of Belmont (City), in the County of San Mateo, California, has retained the services of Infrastructure Engineering Company (IEC), an Ardurra Company to prepare a sewer master plan for the Harbor Industrial Sewer Maintenance District (HISMD)1 . The
term Harbor Industrial Area (HIA) is used interchangeably with HISMD and an overview of its service area and adjoining municipalities are shown in Figure ES-1. At present, HISMD is owned and governed by the San Mateo County Board of Supervisors (County), but the City has plans to annex the collection system into its service area. This report presents the findings, conclusions, and recommendations regarding the existing and projected state of the HISMD collection system. A 10-year Capital Improvement Plan (CIP) for the HISMD sewer system is developed as shown in Table ES-1 to help determine improvement costs associated with the annexation process.

The general process to prepare the sewer system master plan consisted of evaluating capacity limitations alongside structural deficiencies of the sewer system. Based on deficiencies found, system improvements like rehabilitation, cleaning, remove and replace, and construction of new mains and manholes are recommended. The improvement plan's purpose is to develop capital projects over a 10-year planning horizon and recommend system maintenance procedures to achieve an optimal operating collection system - highly reliable for the most affordable cost. Most system improvements are anticipated to be funded by developers.

A series of field inspections were performed to gather information on the collection system. Field survey and investigations were carried out by both IEC and City staff to fill data gaps as well as determine data discrepancies between GIS and actual sewer network layout. Flow monitoring was also performed to determine flow characteristics of the system. Closed-Circuit Television (CCTV) inspection data was used to identify data discrepancies and deficiencies in the sewer system. Hydraulic modeling was performed to develop a listing of capacity deficiencies. Projects were developed and prioritized based on deficiencies found and capital costs were prepared for a 10-year planning horizon.

Findings
The existing system is estimated to be about 70 years old. The existing pipes in HISMD were found to be in overall fair condition per 2017 CCTV assessment performed by Pro-pipe® and continues to degrade. One Sanitary Sewer Overflow (SSO) occurred in 2018 per County in the 6-inch line along Harbor Boulevard between manholes “SSMH_844” and “SSMH_817” due to debris (e.g., grease, toilet paper, baby wipes, and paper towels). The 2017 CCTV condition assessment indicated severe structural defects in mains along Elmer Street and Old County Road. However, these mains were rehabilitated by the County in 2019. The rest of the system exhibited low to moderate structural defects except for 275 feet of six-inch main on O’Neill Ave which scored a high structural defect rating. Issues found in this main included joint offsets, fractures, sags, roots, grease and sediment deposits. The CCTV inspections also found that maintenance-related issues like grease and sediment deposits were prevalent throughout the system.

Details of the CCTV inspections can be found in Appendix A - 2017 CCTV Report by Pro-Pipe for San Mateo County.

IEC analyzed HISMD flows with respect to existing capacity agreements in the area. The City’s and HISMD’s future average dry weather flow (ADWF) are estimated to be 2.5 mgd and 0.35 mgd respectively. Part of HISMD flows into the City’s system and the pipes generally along Harbor Boulevard and Industrial Way flow into the City of San Carlos system. All flows will ultimately enter the Silicon Valley Clean Water (SVCW) plant, a Joint Powers Authority (JPA) serving the City, San Carlos, Redwood City, and West Bay Sanitary District communities. Upon annexation, the combined City and HISMD flows are expected to exceed the City’s maximum capacity allocation with SVCW.

Based on the 1982 capacity agreement2
between San Carlos and HISMD, the allowable average dry weather flow into San Carlos from HISMD is 0.33 mgd. At the time of this report, a 30% reduction of these flows, that is, approximately 0.099 mgd commensurate with the percentage area of HISMD that was annexed into San Carlos in the late 1990’s is to be allowed from HISMD to San Carlos.

It is estimated that future ADWF from HISMD into the San Carlos system will be approximately 0.30 mgd which would exceed the new 0.099 mgd threshold. Model results predict that the existing collection system will exhibit capacity deficiencies under future wet weather sewer loading.
1 A concurrent sewer master plan for the main Belmont system is being prepared 2 Capacity rights agreement between San Carlos and HSIMD on January 5th, 1982, Section 2 438
Executive Summary Page ES-2
With rising interest in redevelopment projects in the area, capacity deficiencies are predicted to occur in the existing 6-inch pipes along Harbor Boulevard up till it meets the 27-inch on Industrial Way. With future flows no longer going into San Carlos, sewer backup is expected along the 27-inch on Industrial Way and capacity related improvement projects will be required. Manhole inspections were not done as part of the 2017 inspections nor done as part of this project. Therefore, it is recommended that manhole inspections be performed prior to any main replacement work to assess each manhole’s structural integrity in anticipation of future flows.

Recommendations
Due to the capacity limitation and structural defect findings mentioned above, six (6) capital improvement projects are recommended for the HISMD system as shown in Figure ES-2. Projects CIP-1 and CIP-2 are recommended to mitigate capacity deficiencies due to future peak wet weather conditions. Project CIP-1 includes two sub-projects; CIP-1A and CIP-1B. CIP-1A will include construction of a new 18-inch main from the existing manhole “SSMH_820” to an existing City manhole “403423E” on Karen Road. CIP-1B will include construction of a new 27-inch under US Highway 101 from manhole “403423E” to connect to existing City manhole “403700H” on Shoreway Road. From manhole “403700H”, about 210 feet of the existing 18-inch is recommended to be upsized to 27-inch on Shoreway Road. Since CIP-1B mitigates both City and HISMD future flows, the cost for this project will be shared between the City and HISMD CIPs based on contributing flows. Project CIP-2 and CIP-3 will include upsizing of all existing 6-inch mains along Harbor Boulevard to 12-inch and 8-inch mains. Project CIP-1 is recommended to be completed first in order to convey anticipated near-term redevelopment flows from the HISMD area to the SVCW plant. To adhere to the capacity agreement with San Carlos, the 27-inch along Industrial Way is recommended to be capped or abandoned once CIP-1 is completed. Alternatively, the City could install a vault that allows flow control and monitoring capabilities along this 27-inch. Due to uncertainties related to quantity and location of future sewer loads from redevelopment projects, it is recommended that the capacity evaluation be updated as more refined sewer loadings become available for the HISMD area.

The City’s historic maintenance records show that VCP’s in the system have high structural defect scores and a propensity to develop cracks as they age. Structural defects can increase inflow/infiltration (I/I) occurrences. As such, Project CIP-3 is recommended to partly address redevelopment flows and partly address further structural deterioration of the existing approximately 70-year-old, 6- inch VCP pipes from Old County Road to Elmer Street along Harbor Boulevard.

Project CIP-4 was created to abandon the existing 6-inch main that is atop the existing 27-inch main between Industrial Way and Karen Road along Harbor Boulevard per County staff. Maintenance/cleaning of this main will be difficult due to the current configuration so it is recommended that laterals be connected to the new 18-inch main instead, as the area develops.

Like CIP-3, Project CIP-5 is recommended to replace older deteriorating six-inch VCP pipes with newer 8-inch PVC pipes in order to minimize I/I occurrences. It is recommended that the City connect to the new 18-inch on Harbor Boulevard instead of the existing 27- inch on Industrial Way because it is anticipated that flows will no longer be directed to San Carlos in the near future.

Project C-6 is recommended to address structural defects found from the 2017 CCTV inspection results. The six-inch along O’Neill has several joint offsets and fractures and is recommended to be upsized to an 8-inch PVC.

Total CIP cost is estimated at about $8.6 million which includes the optional vault cost of $1.3 million under CIP-1. Cost for FY 2023 – 2027 is estimated at $8.4 million and for FY 2028-2032 is estimated at 0.2 million in 2023 cost. Please note that CIP-1B is a shared project with the City, so HISMD’s shared cost to CIP-1B only amounts to about $320,000 based on its 11% ADWF contribution.

Detailed descriptions of each CIP project and cost estimation methodology are included in Section 6. Table ES-1 is a summary of the CIP recommendations and costs for HISMD rounded to the nearest one thousand.

439

BELMONT

SAN CARLOS

REDWOOD CITY

HARBOR/INDUSTRIAL (UNINC)
City of Belmont
Vicinity Map
±
Figure ES-1

BELMONT

SAN MATEO

SAN CARLOS

UNINCORPORATED

FOSTER CITY

REDWOOD CITY

DEVONSHIRE (UNINC)

PENINSULA GOLF AND COUNTRY CLUB (UNINC)

HARBOR/INDUSTRIAL (UNINC)

DEVONSHIRE (UNINC)
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.25 0.125
Miles
Legend

BELMONT

HARBOR/INDUSTRIAL

REDWOOD CITY

SAN CARLOS
440
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
Flows to Silicon Valley Clean Water
Wastewater Treatment Plant
Does Not
Flow to San Carlos
SSMH_825
D
403416
403416A
403416B
SSMH_836
SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
SSMH_821
SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
SSMH_6184
CIP-2
CIP-3
CIP-1B
CIP-5
CIP-4
CIP-1A
CIP-6
21''
36''
8''
6''
10''
27''
18''
6''
21''
6''
27''
21''
8''
21''
6''
6''
6''
21''
6''
6''
6''
18''
6''
27''
6''
18''
6''
27''
6''
21''
18''
8''
21'' 8''
21''
8'' 27''
27''
21''
6''
21'' 21''
8''
27''
8''
6''
6''
27''
6''
27''
8'' 8''
6'' 6''
27''
8''
8''
6''
6''
6''
8''
27''
City of Belmont
Recommended
CIP
±
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
Figure ES-2
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
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Executive Summary Page ES-5
Table ES-1. Recommended 10-Year Capital Project Cost Estimates (FY 2023 – FY 2033) Project ID Category Purpose Project Description
Existing
Diameter
(in.)
Estimated Capital Costs ($)1
Phase 8 in.
length (ft)
12 in.
length (ft)
18 in.
length (ft)
27 in.
length (ft)
Manhole
Count Total ($)
CIP-1
(CIP-1A) Capacity-Related
Mitigate Capacity Deficiencies along Harbor
Boulevard during Future Peak Wet Weather
Flow Conditions
Install new ~350 feet of 18-inch main from
SSMH_820 to City manhole 403423E (on Karen). - - - 350 - 0 2,027,000 2023-2027 CIP-1
(CIP-1B) Capacity-Related
Mitigate Capacity Deficiencies from HISMD
and City during Future Peak Wet Weather
Flow Conditions. As a result, this project will
be a shared cost between HIA and City CIPs

1. Micro tunnel new ~400 feet of 27-inch main from
City existing manhole 403423E (on Karen) to City manhole 403700H (on Shoreway).

2. Upsize 210 feet of existing 18-inch on Shoreway
from manhole 403700H.
18 - - - 610 2 2,915,000 2 2023-2027
CIP-1
(Optional) Vault To Control and Monitor Flows into San Carlos Construct 8x8 feet vault with flow control device and permanent flow meter in existing manhole SSMH_825 on Industrial Way - - - - - - 1,267,500 2023-2027 CIP-2 Capacity-Related
Mitigate Capacity Deficiencies along Harbor
Boulevard during Future Peak Wet Weather
Flow Conditions
Upsize ~ 1300 feet of six-inch mains along Harbor
Boulevard from Elmer till 27-inch trunk sewer on
Industrial Way; starting from manhole SSMH_844 to
SSMH_820 to 12-inch PVC. Assume all manholes will
need to be replaced.
6 - 1,300 - - 6 1,323,000 2023-2027
CIP-3
Capacity-Related
Mitigate Capacity Deficiencies along Harbor
Boulevard during Future Peak Wet Weather
Flow Conditions
Upsize ~ 250 feet of six-inch main with an 8-inch
PVC from manhole SSMH_847 to SSMH_844 along
Harbor Boulevard. Assume all manholes will need to
be replaced.
6 250 - - - 1 191,000 2023-2027
ConditionRelated Replace older, structurally deteriorating, 6- inch VCP pipes and reduce I/I Upsize ~ 250 feet of six-inch main with an 8-inch
PVC from manhole SSMH_850 to SSMH_847 along
Harbor Boulevard. Assume all manholes will need to
be replaced.
6 250 - - - 3 246,000 2023-2027
CIP-5 Condition- Related Replace older, structurally deteriorating, 6- inch VCP pipes and reduce I/I Upsize ~300-feet of existing 6-inch VCP to 8-inch.

Install ~ 180 feet of 8-inch to connect to the 18-inch
on Harbor instead of connecting to the existing 27-
inch on Industrial Way.
6 480 - - - 3 395,000 2023-2027
5-Yr CIP Total ($) 8,365,000
CIP-4 Condition- Related Reduce maintenance related issues.

Abandon existing ~300-feet of 6-inch VCP that is on
top of 27-inch per County. Assume reconnect 5
laterals from the abandoned 6-inch main to the new
18-inch main on Harbor Boulevard.
6 - - - - 0 26,000 2028-2033
CIP-6 Condition- Related Address severe structural deterioration from 2017 CCTV Upsize ~300-feet of existing 6-inch VCP to 8-inch on O'Neill Ave. 6 300 - - - 1 223,000 2028-2033 10-Yr CIP Total ($) 249,000
TOTAL 1,280 1,300 560 400 16 $8,614,000

1. Costs are based on 2023 unit costs described in Section 6.3 and rounded to nearest thousand dollars2. HISMD shared cost amounts to approximately $320,000 based on 11% ADWF contribution. It is estimated that two manholes will need to be replaced along this alignment. 442
Introduction Page 1

1. Introduction
This section introduces the sewer master planning process for the HISMD sewer system.

1.1. Background and Purpose
The HISMD is one of ten sewer maintenance and sanitation districts administered by the County of San Mateo (County) to serve unincorporated areas of the County. HISMD was formed on December 18, 1951, and is located between City of Belmont (City) and City of San Carlos (San Carlos) bounded by Harbor Boulevard to the south-east, S.P.R.R. Co./Old County Road to the south-west, O’Neill Avenue to the north-west and the Bayshore Freeway (US 101) to the north-east. Figure 1-1 shows the existing HISMD service area boundary that is surrounded by the City of Belmont and San Carlos sewer systems. The HISMD system is currently owned and maintained by the County. There are approximately 63 lateral connections that convey sewage to the Silicon Valley Clean Water (SVCW) wastewater treatment plant mainly via San Carlos system and some via City system.

There is high interest in redevelopment projects in the HISMD area. The City has recently filed an application with the Local Agency Formation Commission (LAFCO) to annex a portion of HISMD that lies within the City’s Sphere of Influence3 . The City
would like to expand annexation to include the entire HISMD area in the future. The purpose of this HISMD Sewer Master Plan (HISMD Master Plan) is to assess sanitary sewer infrastructure improvements required and related costs prior to the annexation of HISMD by the City.

1.2. Scope and Authorization
Work on the HISMD Master Plan was performed under an Architectural and Engineering Services Agreement (AESA) entered between Infrastructure Engineering Corporation (IEC), now Ardurra, and the City of Belmont, on February 19th, 2021. The following activities encompassed the scope of the project:

Field Data Collection and Review: Field surveys and investigations were carried out by both IEC and City staff to fill data gaps in invert elevations as well as determine data discrepancies between GIS and actual sewer network in HIA. Flow monitoring was performed to determine flow characteristics of the system.

Capacity Evaluation: A hydraulic model was built and calibrated in the InfoSWMM software environment using the above field data. The model was then used to evaluate existing and future hydraulic deficiencies in the system.

Condition Assessment Evaluation: Closed-Circuit Television (CCTV) inspection data performed in 2017 for the HISMD system was reviewed to evaluate and identify structural and maintenance deficiencies in the sewer system.

Master Plan Documentation: Projects were developed to mitigate existing structural and capacity limitations as well as to mitigate future capacity deficiencies from anticipated developments. Capital costs were developed using recent bid costs from the City and neighboring agencies, and improvement projects were prioritized based on business risk for a 10-year planning horizon. A master plan that documents findings, recommendations, and a 10-year Capital Improvement Plan (CIP) was developed.

1.3. Data Sources
This Master Plan is developed using various data and information, including but not limited to the following:
• City of Belmont Sanitary Sewer Rehabilitation Master Plan prepared by RMC Water and Environment, September 2007 (2007 City of Belmont SMP)
• City of San Carlos Sewer Collection System Master Plan prepared by RMC Water and Environment, January 2013 3 LAFCO File 20-10: 608 Harbor Boulevard Annexation
443
Introduction Page 2
• County of San Mateo Harbor Industrial-Scenic Heights-Oak Knoll-Kensington Square Sewer Master Plan prepared by Brown and Caldwell, July 2000 (2000 County SMP)
• Mapping data from City and County GIS files, City As-builts • Field survey of manholes, and field data investigation by City operators, communications with County staff, and field visit on 5/17/2022.
• San Mateo County CCTV inspection report prepared by Pro-Pipe, 2017 (2017 CCTV Report) • BKF Engineers Technical Memorandums:
o 608 Harbor Blvd, Belmont, CA – Sewer Discharge to Harbor Industrial Sewer Maintenance District o 601 Harbor – Harbor Boulevard Sanitary Sewer Main Capacity Analysis, January 23, 2023 o 608 Harbor Blvd – Sewer Improvements Coordination Memo, October 19, 2021LAFCO Application: LAFCO File 20-10: 608 Harbor Boulevard Annexation
• Water consumption billing data from Mid-Peninsula Water District • IEC Flow Monitoring data
• JPA Agreement - ARTICLE VII – Ownership, Maximum Capacity rights, Transfers and Enforcement • San Mateo County Zoning Regulations, January 2022
• City of Redwood City Engineering Standards, Volume III: Design Criteria

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403416
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SSMH_823
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SSMH_845
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SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
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City of Belmont
Existing HISMD System
±
Legend
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Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
Figure 1-1
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
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Existing System Description Page 4

2. Existing System Description
The general characteristics of the HISMD sanitary sewer system are described in this section. This description is the basis for evaluation of the system and to determine the system’s ability to convey the City’s current and future wastewater flows.

2.1. Study Area
The study area is bounded by Belmont Creek to the southeast, S.P.R.R. Co./Old County Road to the south-west, O’Neill Avenue to the northwest and Karen Road to the north-east. The topography is relatively flat and slopes southwest to northeast decreasing in elevation from about 30 ft. to 12 ft. Belmont Creek, a stream that flows west-northeast through the City of Belmont to the head of Belmont Slough, flows along the south-eastern boundary of HISMD and San Carlos city limit.

2.1.1. Existing Land Use
As shown in Figure 2-1, HISMD consists of mainly commercial and light industrial land use types currently designated by the County as Zone M-2 (Heavy Industrial District)4. HISMD also includes a small residential area north-east of Karen Road consisting of a mobile home park, that is currently designated as Zone C-2 (General Commercial Districts). According to the County website, HISMD population in 1990 was about 118 which is most probably referring to the area occupied by mobile homes. All flows from the mobile homes enter the 27-inch on Karen Road5.

2.1.2. Future Developments
As mentioned, the area is seeing an increase in redevelopment projects. It is anticipated that a majority of future developments will connect to sewers along Old County Road and Harbor Boulevard. Figure 2-2 and Table 2-1 show anticipated future development flows in the system. A summary description of each redevelopment project proposed is listed below:
• 601 Harbor – is proposed to be a bio-tech life sciences building with mainly offices and a three-level subterranean parking space with 950 lots. The new development will occupy a space of approximately 380,700 square feet (sq. ft.) at about 65-75 feet in height with four stories. The development will connect to sewers along Harbor Boulevard6. • Bio Tech/R&D/Life Sciences Campus – is also proposed to be a bio-tech, research and development (R&D) or life sciences buildings. The development is anticipated to occupy approximately 5.5 acres spread over three parcels (120 Industrial Road, 425 and 435 Harbor Boulevard) and occupy a space of about 830,000 sq. ft. The FAR for this development is estimated to be 3.4. The development will connect to sewers along Harbor Boulevard. • Belmont Village is a proposed mixed-use area in the Belmont main system of which a small portion of parcels as shown in Figure 2-2 will most likely connect to Old County Road and Harbor Boulevard sewer lines. For details on Belmont Village proposed development details, please refer to 2023 Belmont Sewer Master Plan. • HIA Parcels – the FAR assumption for redevelopment projects for the rest of the HISMD system that will ultimately discharge into the San Carlos system in the long-term is estimated to be 3.0. 4 Zoning Regulations, County of San Mateo, January 2022 5 The 27-inch on Karen Road is slated for CIP in the Belmont Sewer Master Plan 6 Technical Memorandum: 601 Harbor – Harbor Boulevard Sanitary Sewer Main Capacity Analysis, BKF Engineers, January 23, 2023 446
Existing System Description Page 5
Table 2-1. Anticipated Future Developments in HIA
Project
# Name Location Life Sciences / Lab (sq. ft.)1 Commercial / Office (sq. ft.)1 Existing Flow (gpd) Development Flow (gpd) Estimated Project Realization 1 601 Harbor BioTech 601-605 Harbor Blvd/ Old County 190,350 190,350 1,944 59,865 Near-Term (within 5 Years) 2 Biotech/R&D/Life Sciences Campus 120 Industrial Road;
425 Harbor
Boulevard; 435
Harbor Boulevard
622,500 207,500 1,525 148,051 2 Near-Term (within 5 Years) 3 Belmont Village Parcels contributing to HIA only Refer to Table 2-9 (Belmont Sewer Master Plan) for Belmont Village Proposed Development Details 246 500 Long-Term (within 10 – 20 Years) 4 The rest of parcels within HIA boundary not proposed for development Estimated Existing FAR = 0.8 Proposed FAR = 3.0 31,648 118,680 3 Long-Term (within 10 – 20 Years) Total 4 35,363 327,096 1 Life Science/Lab demand factor based on City of Redwood City’s domestic water demand for Research & Development sites of 0.21 gpd/sf x 95% (return to sewer ratio), Attachment Q, Engineering Standards. Commercial demand factor is based on City Design Criteria of 0.115 gpd/sf. 2 Assumes Lab and Office flows to be 75% and 25% respectively 3 Existing flow x 3.0/0.8
4 Includes all remaining parcels bounded by and designated as existing HIA service area discharging into Belmont and San Carlos Systems 447
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403416
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SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
SSMH_821
SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
SSMH_6184
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City of Belmont
Existing San Mateo County
Unicorporated Area
Zone Designations
±
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
Current San Mateo County
Planning Zones
C-2
M-1
Figure 2-1
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
(General Commercial
Districts)
(Heavy Industrial
Districts)
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Flows to City of San Carlos
SSMH_825
403416
403416A
403416B
SSMH_836
SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
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SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
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SSMH_9971
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City of Belmont
Anticipated Future Developments
in HISMD
±
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
Future Development Parcels
HIA Parcels (FAR 3.0)
Belmont Village
601 Harbor BioTech
425 Harbor BioTech
Figure 2-2
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
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Existing System Description Page 8

2.2. Existing Sewer System Facilities
The HISMD collection system is approximately 2 miles of gravity mains that consists of 6-inch vitrified clay pipe (VCP), 21-inch, and 27-inch diameter pipes along Karen Road, Harbor Boulevard, and Industrial Way. Due to insufficient data on year of installation, pipe age is assumed to be about 70 years old which ties the construction date of the system to the early 1950s or shortly after the formation of HISMD in 1951.

A 275-foot six-inch main conveys flow from HISMD parcels along O’Neill Avenue to a vault-like structure at the intersection of Karen Road and O’Neill Avenue. The inlet of this vault includes the 6-inch from O’Neill, 21-inch City main, and 27-inch County main collecting wastewater from mostly City parcels. The outlet pipes to this vault are approximately 777 feet of parallel 27-inch and 21-inch mains along Karen Road. The 27-inch main on Karen Road between O’Neill Avenue and Harbor Boulevard is made of reinforced concrete material. Since most of the flow in the 27-inch is from City parcels upstream, this 27-inch is not evaluated in the HISMD Master Plan as it is slated for capital improvement in the concurrent Belmont Sewer Master Plan. The 6-inch pipe on O’Neill Avenue is modeled and evaluated in this master plan.

Approximately 2,400 feet of six-inch VCP mains collect wastewater starting from Old County Road and Elmer Street and along Harbor Boulevard to connect to a 27-inch trunk main on Industrial Way at manhole “SSMH_820”. The 27-inch pipelines along Harbor Boulevard and Industrial Way are made of unreinforced concrete material. All flows from Harbor Boulevard and flows from manhole “SSMH_820” enter the San Carlos system.

Another 302 feet long six-inch main that runs above and parallel to the 27-inch on Harbor Boulevard from Karen Road to Industrial Way, collects wastewater from nearby businesses and connects to the 27-inch on Industrial Way at manhole “SSMH 819”. This 358-foot 27-inch pipe segment between Karen Road and Industrial Way is relatively flat. Very low to no HISMD flow enters this trunk main at manhole “SSMH_819” and into manhole “403423D” which is adjacent to the “El Metate” restaurant at 120 Harbor Blvd. However, flows from the Shoreway lift station7 (across US 101) are known to occasionally back up into this 27-inch main8 and eventually flows in reverse to San Carlos when the wet well at the Shoreway lift station undergoes maintenance. However, it is anticipated that when the lift station is removed in the near future, issues attributed to lift station maintenance activities will cease to exist as well.

County ownership ends and San Carlos ownership begins about halfway between manholes “SSMH_825” and “SSMH_823” (See Figure 2-1).

In 2019, new 8-inch PVC pipes were installed along Elmer Street by the County as part of a capital improvement plan. At the same time, two older six-inch VCP segments at the intersection of Old County Road and Harbor Boulevard were rehabilitated by the County. One segment, between a flushing inlet and manhole “SSMH_850", was rehabilitated via Cured-In-Place Pipe (CIPP) methodology and the segment between manholes “SSMH_850” and “SSMH_846” was replaced with a new six-inch PVC pipe. Per County, the system experienced an SSO on 6/18/2018 between manholes “SSMH_844” and “SSMH_817” along Harbor Boulevard. The SSO was attributed to debris in the pipe (i.e., grease, toilet paper, baby wipes, and paper towels).

There are no existing sewage lift stations within HISMD and all wastewater from the area flows by gravity to the Silicon Valley Clean Water (SVCW) wastewater treatment plant located in Redwood Shores.

7 Shoreway Lift Station is owned and operated by Silicon Valley Clean Water and is also referred to as Belmont Pump Station 8 Also sometimes referred to as a “passive overflow” per discussion with SVCW 450
Wastewater Flow Characteristics and Projections Page 9

3. Wastewater Flow Characteristics and Projections

3.1. Wastewater Flow Components

3.1.1. Average Dry Weather Flow
The Average Dry Weather Flow (ADWF) includes base wastewater flow (BWF) and groundwater infiltration (GWI). BWF is domestic (or sanitary) wastewater flow from residential, commercial, institutional, and industrial wastewater. GWI is defined as groundwater entering the collection system through pipe joints and manhole walls due to structural defects or improper construction. The HISMD’s ADWF was determined based on the flow monitoring data and billing data provided for the HISMD service area.

3.1.2. Peak Dry Weather Flow
Domestic sewer flows vary throughout the day due to different customer water use patterns. Peak Dry Weather Flow (PDWF) is the highest flow during dry period and is determined by multiplying a peaking factor to the ADWF.

3.1.3. Peak Wet Weather Flow
Peak Wet Weather Flow (PWWF) is estimated as Peak Dry Weather Flow (PDWF) plus Peak Design Rainfall Dependent Infiltration/Inflow (RDII). Peak RDII was derived from the data collected from the flow monitoring studies. Estimated peak RDII of the observed storm event was then used to estimate the Peak Design RDII for a 10-year 24-hour storm event.

3.2. Flow Monitoring

3.2.1. Temporary Flow Monitoring Sites
IEC performed a temporary flow monitoring study between November 15th, 2021, and April 20th, 2022, at the City’s main system and the HISMD system. For HISMD flow evaluation, one flow meter was placed in City manhole “SSMH_403423D” and another meter was placed in HISMD manhole “SSMH_825”. At about the same time, a temporary flow monitoring study was performed by BKF Engineers (BKF) in the HISMD system for the 608 Harbor Blvd development. Both IEC and BKF flow meter locations reviewed for this analysis are shown in Figure 3-1.

3.2.2. Flow Monitoring Results
Flow monitoring data collected by IEC and BKF engineers (BKF) was evaluated against the billing data between November 2019 and April 2020 provided by Mid-Peninsula Water District (MPWD) to determine the ADWF, PDWF, and PWWF for the HISMD area.

3.2.2.1. Dry Weather Flow Data
The average indoor water usage for HISMD is estimated from the provided billing data. Indoor water use excludes landscaping irrigation water use which is assumed to not return to the sewer system. As shown in Figure 3-2, sewer flows from a few parcels within the HISMD service boundary flow into the City’s sewer system while the remaining parcels discharge flows into the San Carlos sewer system. Per County, all flows from the largest parcel (APN: 46010270) within the HISMD service boundary discharges to manhole “SSMH-819” on Harbor Boulevard which mostly discharges to the San Carlos system.

From billing data, the average indoor water use of the HISMD service area is estimated to be 0.037 mgd. As shown in Table 3- 1, the average indoor water use of parcels in HISMD discharging into the Belmont system is approximately 0.015 mgd and the average indoor water use of parcels discharging into the San Carlos system is approximately 0.0216 mgd. 451
Flows to Silicon Valley Clean Water
Wastewater Treatment Plant
Flows to City of San Carlos
SSMH_825
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SSMH_847
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SSMH_817
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SSMH_816
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SSMH_820
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Temporary Flow Monitoring
Locations
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Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
Flow Meter Manhole
Figure 3-1
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.15 0.075
Miles
IEC Flow Meter
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BKF Flow Meter
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BKF Flow Meter
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Wastewater Treatment Plant
Flows to City of San Carlos
SSMH_825
403416
403416A
403416B
SSMH_836
SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
SSMH_821
SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
SSMH_6184
21''
36''
8''
18''
12'' 10''
6''
27''
6''
6''
8''
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6''
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City of Belmont
Parcels Discharging to
Belmont and San Carlos Systems
±
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
to Belmont System
to San Carlos System
Figure 3-2
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
453
Wastewater Flow Characteristics and Projections Page 12 Table 3-1. Estimated Indoor Water Use for HISMD Service Boundary

A flow meter was installed at manhole “SSMH-825” from the IEC flow monitoring study to collect flow data from parcels discharging to the San Carlos system. Observed ADWF at manhole “SSMH_825” was determined to be 0.13 mgd, which is much higher than the estimated average indoor water use of the parcels discharging into HISMD system and therefore, deemed unreliable and subsequently omitted from the analysis. The observed ADWF at manhole “SSMH_823” from the BKF flow monitoring, which is the nearest upstream manhole of “SSMH_825” is estimated to be 0.0116 mgd, which is approximately 60% of return-to-sewer ratio and is relatively low for commercial and industrial land use types. Flow data at upstream manholes from BKF show consistency in mass balance, therefore, the flow data from BKF was used to determine peaking factors and peak RDII.

For planning purpose, the ADWF for parcels discharging into the San Carlos system, including the largest parcel in the HISMD service boundary, was determined by using the water consumption data with an assumption of 100% return-to-sewer ratio, that is, 0.0216 mgd. Based on the historical influent flow records at the Belmont Pump Station, a return-to-sewer ratio of 90% was assumed for parcels discharging into the Belmont system, that is, 0.015 mgd, as shown in Table 3-2.

Table 3-2. Estimated Existing ADWF for HISMD Service Boundary Parcels Discharging to ADWF (mgd)
Belmont System 0.0138
San Carlos System 0.0216
Total 0.0354
Total existing ADWF flows discharging into San Carlos is less than the maximum allowed flow threshold of 0.099 mgd being discussed between HISMD and San Carlos. Future ADWF flows discharging into San Carlos system is estimated to be 0.30 mgd and was allocated to the model based on proposed developments described in Table 2-1.

Observed PDWF at manhole “SSMH_823” is estimated to be 0.052 mgd, with a peaking factor of 4.6 to the observed ADWF.

3.2.2.2. Rainfall Data
The BKF flow monitoring study obtained rainfall data from four publicly available private weather stations (PWS) from Weather Underground. Collected flow data at Site 1 and Site 2 (into manhole “SSMH_844”) of the BKF Flow Monitoring Study during the week of 12/27/21 to 1/2/22 showed distinct response to the rain events and are selected for RDII analysis. The most significant rain event observed during this week is on 12/27/21 with a total precipitation of 0.655 inches.

3.2.2.3. Wet Weather Flow Data
Observed Peak RDII on 12/27/21 is determined for Site 1 and Site 2. Once Observed Peak RDII is determined, it is used to estimate the Peak Design RDII for a 10-year 24-hour storm assuming RDII is linearly proportional to precipitation. According to the NOAA Atlas 14 Volume 6 Version 2 Point Precipitation Frequency Estimates, a 10-year 24-hour storm within the City’s vicinity has a total precipitation of 3.64 inches, which is approximately 5.56 times the precipitation observed on 12/27/21. This factor is applied to the observed Peak RDII resulting in the Peak Design RDII. The Peak Design RDII is then divided by the meter site tributary area to estimate RDII on a per-acre basis. Peak Design RDII per acre estimated from both meter sites are close, resulting in approximately 0.0157 mgd/ac. The remaining study area is assumed to have a similar RDII response. The Peak Design RDII discharging into the San Carlos system is estimated to be 0.55 mgd based on the tributary area. The Peak Design RDII is allocated in proportion to the tributary acreage to the model manholes within the HISMD system for PWWF analysis.

Parcels Discharging to Average Indoor Water Use (mgd)
Belmont System 0.0150
San Carlos System 0.0216
Total 0.0366
454
Sanitary Sewer Design Criteria Page 13

4. Sanitary Sewer Design Criteria
As part of the concurrent Belmont Sewer Master Plan, the City’s design criteria were reviewed, and the same planning criteria is applied to the HISMD collection system. The City’s design criteria were compared against those criteria used by other Bay Area agencies and related industry standards (2nd Ed. WEF Manual of Practice no. FD-5 Gravity Sanitary Sewer Design and Construction published by the American Society of Civil Engineers (ASCE) and the Water Environment Federation (WEF)).

This section presents the summary of planning criteria recommended and subsequently used for hydraulic analysis, evaluation of system capacity, and sizing of capital improvements to mitigate deficiencies and accommodate future growth. Details of the design criteria development and a comparison of planning criteria with other agencies are included in Appendix B – Sewer Design Criteria of the 2022 Belmont Sewer Master Plan Report.

The planning criteria used to evaluate the capacity of the gravity sewers in HISMD are presented in Table 4-1.

Table 4-1. Planning Criteria for Gravity Mains
Design Criteria Parameter
For existing gravity mains 12 inches or smaller in size maximum depth to Diameter ratio (d/D) shall not exceed

0.7 under PWWF condition
For existing gravity mains greater than 12 inches in size maximum d/D shall not exceed 0.85 under PWWF condition
For new gravity mains 12 inches or smaller in size maximum d/D shall not exceed 0.5 under PWWF condition
For new gravity mains greater than 12 inches in size maximum d/D shall not exceed 0.75 under PWWF condition
Minimum velocity 2 fps when flowing half full
Maximum velocity 10 fps
Minimum size for new pipe 8 inches
Manning's n 0.013
For new manholes in HISMD, the following design criteria shall be applied per Section 3.04 of the Sewer Design Criteria:

Location:

1. At intersections of where two or more sewer mains join.

2. At change in grade, pipe size, or material.

3. At accessible locations for maintenance and emergency service.

Spacing:

1. Maximum spacing of 300 feet on sewers 21-inches or smaller in diameter.

2. Maximum spacing of 400 feet on sewers larger than 21-inches in diameter.

Other Requirements:

1. No laterals shall be connected to manholes.

2. Manholes shall not be located in areas where access would be restricted.

3. No inside drop connection shall be allowed.

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Capacity Evaluation and Condition Assessment Page 14

5. Capacity Evaluation and Condition Assessment
A hydraulic model was built and calibrated in the InfoSWMM software environment using flow monitoring data detailed in Section 3 and field survey data conducted in 2022 (See Appendix D - Field Survey Data). The calibrated model was used to evaluate hydraulic deficiencies in the system under existing and future PDWF and PWWF scenarios. Model output results for existing and future scenarios including post-improvements are included in Appendix E – Model Results.

A review of the 2017 CCTV inspection performed by Pro-Pipe® was done by IEC to assess the extent of structural deficiencies and prioritize improvements in the HISMD system. CCTV results are included in Appendix A – 2017 CCTV Report by Pro-Pipe for San Mateo County. The CCTV report review performed by IEC is included in Appendix C – Condition Assessment Results.

The following includes a description of the capacity evaluation and condition assessment analysis completed.

5.1. Capacity Evaluation
As referenced in Section 3.2, most flows from HISMD discharges via County pipes into the San Carlos system with the exception of the 6-inch main on O’Neill Avenue which flows to the 27-inch trunk line on Karen Road.

Based on Section 2 of the Sanitary Sewerage Treatment Capacity Rights and Services agreement between HISMD and San Carlos on January 5th, 1982, a total flow of 0.33 mgd can enter the San Carlos system from HISMD. At the time of this report, a 30% reduction of these flows which is proportional to the percentage area of HISMD that was annexed into San Carlos in the late 1990’s was in discussion. Flow analysis results under future ADWF scenario shows that the maximum flow into San Carlos would be approximately 0.30 mgd which would exceed the new 0.099 mgd threshold.

Model results indicate that the existing system does not exhibit any deficiencies under existing or future PDWF conditions. Per City planning design criteria presented in Table 4-1, maximum depth-to-diameter ratio (d/D) shall not exceed 0.7 under PWWF condition for existing gravity mains 12-inches or smaller. Based on this criterion, model results under existing PWWF scenario indicates a d/D of 0.75 for the six-inch main along Harbor Boulevard between manhole “SSMH_816” and manhole “SSMH_820” (intersection of Industrial Way and Harbor Boulevard). Furthermore, model results under future PWWF scenario projects that pipes from Old County Road, Elmer Street, and along Harbor Boulevard till the 27-inch on Industrial Way will be capacitydeficient and experience d/D greater than 0.70 as shown in Figure 5-1. Future scenarios assume that flows will not enter the San Carlos system.

5.2. Condition Assessment
In 2017, a closed-circuit television (CCTV) inspection was performed on approximately twenty-six mains in the HISMD area by Pro-Pipe® for the County of San Mateo. No manhole condition assessments were done. The inspection reports per pipe segment CCTV-ed are included in Appendix A – 2017 CCTV Report. Table 5-1 shows a list of pipes that were not CCTV-ed. It is recommended that these pipes be CCTV-ed in the near future to assess pipe conditions.

Table 5-1. Pipes Not CCTV-ed
GIS
Main Facility ID CCTV Status Location Description
SSMH_847-
SSMH_845 Not CCTV-ed in 2017 6-inch off Harbor Boulevard and north of Old County Road 403423DSSMH_819 Not CCTV-ed in 2017 6-inch parallel and above flat 27-inch segment along Harbor Boulevard
Defects per pipeline segment were described and coded per NASSCO’s Pipeline Assessment Certification Program (PACP) standards. The NASSCO reference and defect codes used in the CCTV report are included in Appendix B. Since the raw data to create the reports was not available, an estimation of defect scores per pipe was calculated to rank severity of pipe defects to prioritize for improvements. Scoring details are included in Appendix C – Condition Assessment Results. 456
Capacity Evaluation and Condition Assessment Page 15
Results of the CCTV scoring which were graded as low to very high depending on count and severity of structural defects. Most pipes along Harbor Industrial Boulevard are graded as having medium to high structural defects. Per NASSCO rating, this means that the pipes have several moderate structural defects that if not addressed, will likely cause the pipes to fail within 10 to 20 years. The 280-foot six-inch pipe along O’Neill Ave exhibited severe structural defects that included joint offsets, fractures, sags, and roots including grease and sediment deposits. This means that if defects are not addressed, the pipe will likely fail within 5 to 10 years. Pipes along Elmer and Old County had severe structural issues; however, per County, these pipes were rehabilitated in 2019. These pipes are listed in Table 5-2.

Table 5-2. Pipes Recently Replaced or Rehabilitated by County GIS
Main Facility ID Rehabilitation Status Location Description SSMH_837-
SSMH_844
CCTV-ed in 2017; replaced in 2019 to 8-inch
by County 6-inch along Elmer Street
SSMH_836-
SSMH_837
CCTV-ed in 2017; replaced in 2019 to 8-inch
by County 6-inch along Elmer Street
SSFI_9917-
SSFI_9918
CCTV-ed in 2017; 6-inch rehabilitated via
CIPP in 2019 by County 6-inch off Old County Road
SSIL_849-
SSMH_850
CCTV-ed in 2017; 6-inch rehabilitated via
CIPP in 2019 by County
6-inch at intersection of Old County Road and
Harbor Boulevard
The 6-inch connecting to the 27-inch trunk on Industrial Way between “SSMH_821” and “SSMH_822” was noted to have a moderate sag and several grease deposits; therefore, was graded as having a medium structural defect. The 27-inch trunk on Industrial Way between manholes “SSMH_822” and “SSMH_823” had an “infiltration dripper” within 8-inches of a joint; hence, graded as having a low structural defect grade.

Maintenance issues related to sediment deposits, roots, and grease were prevalent in HISMD pipes in general.

457
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Flows to Silicon Valley Clean Water
Wastewater Treatment Plant
Does Not
Flow to San Carlos
SSMH_825
D
403416
403416A
403416B
SSMH_836
SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
SSMH_821
SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
SSMH_6184
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City of Belmont
Future PWWF
Capacity Deficiencies
±
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
d/D > 0.7
Figure 5-1
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
Example Depth to Diameter
Ratio (d/D) of 0.46
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Flows to Silicon Valley Clean Water
Wastewater Treatment Plant
Flows to San Carlos
SSMH_825
Rehabilitated
by County in 2019
403416
403416A
403416B
SSMH_836
SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
SSMH_821
SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
SSMH_6184
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City of Belmont
2017 CCTV Structural Defects
±
Figure 5-2
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
Structural Defect Grade
Low
Medium
High
Very High
!O
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SSMH_823
SSMH_822
SSMH_821

INDUSTRIAL
No Defects
459
Capital Improvement Program Page 18

6. Capital Improvement Program

6.1. Capacity-Related Improvements
As mentioned in Section 5.1, most mains along Harbor Boulevard will exceed d/D of 0.70 during future PWWF conditions.

Surcharge conditions in pipes are further exacerbated with backup due to future flows not discharging to San Carlos.

Per City design criteria, maximum d/D shall not exceed 0.5 under PWWF condition for new gravity mains 12-inches or smaller in size. Based on these parameters, most mains along Harbor Boulevard will exceed d/D of 0.70 during future PWWF conditions.

Existing pipes exhibiting a d/D greater than 0.70 were upsized in the hydraulic model, one by one, till the d/D of each pipe was less than 0.5. To mitigate these capacity-related deficiencies, Projects CIP-1 and CIP-2 are recommended as shown in Figure 6-

1. Project CIP-1 is divided into two sub-projects; CIP-1A and CIP-1B. CIP-1A will include construction of a new 18-inch main from the existing manhole “SSMH_820” to an existing City manhole “403423E” on Karen Road. CIP-1B will include construction of a new 27-inch under US Highway 101 from manhole “403423E” to connect to an existing City system manhole “403700H” on Shoreway Road. From manhole “403700H”, about 210 feet of the existing 18-inch is recommended to be upsized to 27-inch on Shoreway Road. Since CIP-1B mitigates both City and HISMD future flows, the cost for this project will be shared between the City and HISMD CIPs based on contributing flows. To adhere to the capacity agreement with San Carlos, the 27-inch along Industrial Way is recommended to be capped or abandoned once CIP-1 is completed. Alternatively, the City could install a vault that allows flow control and monitoring capabilities along this 27-inch.

Project CIP-2 will include upsizing about 1,300 feet of existing 6-inch VCP mains along Harbor Boulevard to 12-inch mains from “SSMH_844” (Elmer Street) to “SSMH_820” (Industrial Way). Project CIP-1 is recommended to be completed first in order to transport near-term redevelopment flows from the HISMD area. Downstream effects to the City system due to this 18-inch tie-in will need to be evaluated as part of the Belmont Sewer Master Plan. An additional 250 feet of six-inch main is recommended to be upsized between manholes “SSMH_844” and “SSMH_847” located east of Elmer Street under CIP-3 to increase capacities due to future redevelopments.

Model result tables for existing and future dry and wet-weather scenarios as well as profile plots pre- and post- improvements along Harbor Industrial are located in Appendix E – Hydraulic Model Results.

Finally, due to uncertainties related to location and quantity of future sewer loads from redevelopment projects, it is recommended that the capacity evaluation be updated as more refined sewer loadings become available for the HISMD area.

6.2. Condition-Related Improvements
The last CCTV inspection in HISMD was conducted six years ago and pipes with moderate to high structural defect counts as shown in Figure 5-2 are continuing to deteriorate. The City’s historic maintenance records (refer to Figure 5-3) show that VCP’s in the system have high structural defect scores and due to age, the 70-year-old six-inch mains have a propensity to develop cracks and increase I/I occurrences. As such, Project CIP-3, -5, and -6 are recommended to address further structural deterioration of the existing old 6-inch VCP pipes and reduce I/I.

Project CIP-3 includes upsizing approximately 250-feet of 6-inch VCP mains to 8-inch PVC mains from Old County Road to Elmer Street along Harbor Boulevard.

Project CIP-4 is to abandon the existing 6-inch main that is atop the existing 27-inch main between Industrial Way and Karen Road along Harbor Boulevard per County staff. Maintenance/cleaning of this main will be difficult due to this configuration so it is recommended that laterals be connected to the new 18-inch main instead as the area develops.

Similar to CIP-3, Project CIP-5 is recommended to replace approximately 250-feet of older, structurally deteriorating, six-inch VCP pipes to reduce I/I. When upsizing the existing 6-inch VCP to 8-inch PVC, the City should consider connecting to the new 18-inch on Harbor Boulevard instead of the existing 27-inch on Industrial Way; therefore, it is recommended that the project be done at around or at the same time as CIP-1.

Project CIP-6 is recommended to address structural defects found from the 2017 CCTV inspection results. The 300-feet six-inch pipe along O’Neill Avenue has several joint offsets, sags, and fractures and is recommended to be upsized to an 8-inch PVC. 460
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Wastewater Treatment Plant
Does Not
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SSMH_825
D
403416
403416A
403416B
SSMH_836
SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
SSMH_821
SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
SSMH_6184
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City of Belmont
Recommended
Capacity Improvements
±
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
Capacity Improvements
Upsize to 12-inch
Upsize to 8-inch
New 18-inch
New 27-inch
Figure 6-1
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
461
Capital Improvement Program Page 20
Figure 6-2. Structure Defect Score by Pipe Material
(Source: Belmont System Maintenance Data)

6.3. Cost Estimates
Tables 6-1, 6-2, and 6-3 includes unit costs associated with pipe and manhole replacement and rehabilitation work. Planninglevel unit costs were developed based on local bid results between 2018 and 2023 and similar studies completed in the past 5 years. The cost estimates in this study are provided for planning purposes and represent “Class 4 for Studies or Feasibility Report” level costs as established by the American Association of Cost Engineers (AACE), with an accuracy of +50% to -30%.

Construction unit costs shown herein represent the typical construction unit cost for the individual item of work (e.g., partial lining, point repair, replacement, etc.) plus additional costs associated with a typical construction project such as mobilization, demobilization, permits, traffic control, sheeting, bypassing, shoring and bracing, easement site restoration, and lateral repairs, etc. Capital unit costs include construction costs plus 30% contingency for costs associated with engineering, construction management and inspection, and project administration and legal activities. Capital unit costs presented herein are in 2023 U.S.

Dollars. Since prices of material and labor fluctuate with time, costs should be re-estimated during the preliminary design of a project to confirm budget amounts.

Tables 6-1 and 6-2 were used to estimate pipe upsizing projects using open trench methodology and manhole installation projects. Table 6-3 includes unit cost estimates from the City’s March 2023 bid comparison for 6-inch main abandonment and lateral reconnection projects. Unit costs from Table 6-3 were used to estimate costs for the six-inch pipe abandonment and lateral reconnection work for CIP-4. It is assumed that five (5) laterals will need to be reconnected to the new 18-inch main. CIP4 can be combined with CIP-1 depending on development trends in the area.

Table 6-3 also includes cost estimates for micro tunneling per IEC’s 2023 project estimates. For Project CIP-1, IEC reviewed cost estimates for micro tunneling and bore and jack methodologies under U.S. Highway 101. The costs for both methodologies, including contingencies for construction and administrative costs, ranged from about $2 million to $4 million. It is unclear which methodology is best suited at a planning-level stage, and for this reason, the more conservative cost is used for this CIP estimate.

An additional optional cost for CIP-1 includes construction of a flow control and monitoring vault along Industrial Way. This vault is assumed to be constructed in the existing manhole “SSMH_825” on Industrial Way. The vault is estimated to be about 8-feet by 8-feet to provide access and room for flow control device such as a slide gate and a permanent flow meter to control and monitor flows into San Carlos. The cost for this vault is estimated to be 1.3 million dollars as shown in Table 6-4. 0 1
2 3
4 5
6 7
8 9
10 PE PVC RCP VCP
Score
Pipe Material
Average of Structural
Total Score
Average of Structural
Ratings Index
462
Capital Improvement Program Page 21
Table 6-1. Pipe Replacement Unit Costs
Table 6-2. Manhole Rehabilitation Unit Costs
Rehabilitation
Method Construction Unit Costs ($ ea.) Capital Unit Cost ($ ea.) Rehab/Repair 10,385 13,500
Replacement 21,250 27,625
Table 6-3. Other Construction Unit Costs
Method Construction Unit Cost Capital Unit Cost
Micro tunneling $3,700/lf $4,800/lf
6-inch Pipe
Abandonment $20/lf $26/lf
6-inch Lateral
Reconnection $2,679 each $3,500 each
Table 6-4. Flow Control & Monitoring Vault Construction Unit Costs Method Construction Unit Cost
($ ea.)
Capital Unit Cost
($ ea.)
Flow Control Vault in existing
Manhole SSMH_825 960,000 1,248,000
Permanent Flow Meter
Installation 15,000 19,500

6.4. Recommended Capital Improvement Plan
Table 6-5 shows the 10-Year Capital Improvement Program (CIP) for HISMD with detailed descriptions and costs phased per fiscal year beginning in June. Due to HISMD’s aging manholes, it is recommended that manholes be inspected and replaced if necessary, during main improvements. Manholes not listed for CIP are recommended to be inspected per NASSCO standards and assessed for structural integrity. Figure 6-2 shows CIP projects that address capacity and condition-related main deficiencies in the system.

Table 6-5 provides details on purpose and description of each recommended project, 2023 construction cost, source(s) of cost estimation as well as project phasing. All costs have been rounded to the nearest one thousand dollars.

Pipe Size (in) Construction Unit Costs ($/lf) Capital Unit Cost ($/lf) 6 477 620
8 500 650
10 646 840
12 685 890
15 715 930
18 762 990
21 923 1,200
24 1054 1,370
27 1185 1,540
463
Capital Improvement Program Page 22
Total CIP cost is estimated at about $8.6 million which includes the $1.3 million optional vault cost under CIP-1. While CIP-1A mitigates capacity deficiencies for HISMD future flows, CIP-1B mitigates effects of both HISMD and City future flows. Per the City’s Sewer Design Guide, developers are responsible for shared costs of the system improvements. HISMD’s shared cost to CIP-1B amounts to about $320,000 based on its 11% ADWF contribution.

Total cost for FY 2023 – 2027 is estimated at $8.4 million with most of the cost attributed to project CIP-1. Cost for FY 2028- 2032 is estimated at 0.2 million. Detailed descriptions of each CIP project and cost estimation methodology are included in Section 6.
464
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
!O
Flows to Silicon Valley Clean Water
Wastewater Treatment Plant
Does Not
Flow to San Carlos
SSMH_825
D
403416
403416A
403416B
SSMH_836
SSMH_847
SSMH_814
SSMH_823
SSMH_819
SSMH_822
SSMH_846
SSMH_845
SSMH_824
SSMH_817
SSMH_821
SSMH_816
SSMH_850
SSMH_837
SSMH_820
SSMH_818
SSMH_844
SSMH_9971
SSMH_6184
CIP-2
CIP-3
CIP-1B
CIP-5
CIP-4
CIP-1A
CIP-6
21''
36''
8''
6''
10''
27''
18''
6''
21''
6''
27''
21''
8''
21''
6''
6''
6''
21''
6''
6''
6''
18''
6''
27''
6''
18''
6''
27''
6''
21''
18''
8''
21'' 8''
21''
8'' 27''
27''
21''
6''
21'' 21''
8''
27''
8''
6''
6''
27''
6''
27''
8'' 8''
6'' 6''
27''
8''
8''
6''
6''
6''
8''
27''
City of Belmont
Recommended 10-Year
Capital Improvement Projects
±
Legend
!O Manhole ID (GIS)
Existing System
HISMD
City of Belmont
City of San Carlos
HISMD Boundary
Figure 6-3
Service Layer Credits: Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, 0 0.1 0.05
Miles
465
Capital Improvement Program Page 24
Table 6-5. Recommended 10-Year Capital Project Cost Estimates (FY 2023 – FY 2033) Project ID Category Purpose Project Description
Existing
Diameter
(in.)
Estimated Capital Costs ($)1 Total
Length
(feet)
8 in. Phase Cost Source
length
(ft)
12 in.
length
(ft)
18 in.
length
(ft)
27 in.
length
(ft)
Manhole
Count Total ($)
CIP-1
(CIP-1A) Capacity-Related
Mitigate Capacity Deficiencies
along Harbor Boulevard during
Future Peak Wet Weather Flow
Conditions
Micro tunnel new ~350 feet of 18-inch main from
SSMH_820 to City manhole 403423E (on Karen). - - - 350 - 0 2,027,000 350 2023-2027 Unit Costs from Table 6-1 and Table 6-3 CIP-1
(CIP-1B) Capacity-Related
Mitigate Capacity Deficiencies
from HISMD and City during
Future Peak Wet Weather Flow
Conditions. As a result, this
project will be a shared cost
between HIA and City CIPs

1. Micro tunnel new ~400 feet of 27-inch main from City existing manhole 403423E (on Karen) to City manhole 403700H (on Shoreway).

2. Upsize 210 feet of existing 18-inch on Shoreway from manhole 403700H.
18 - - - 610 2 2,915,000 2 610 2023-2027 Unit Costs from Tables 6- 1, 6-2, and 6-3 CIP-1
(Optional) Vault To Control and Monitor Flows into San Carlos Construct 8x8 feet vault with flow control device and permanent flow meter in existing manhole SSMH_825 on Industrial Way - - - - - - 1,267,000 - 2023-2027 Unit Costs from Table 6-4 (IEC planning-level estimates) CIP-2 Capacity-Related
Mitigate Capacity Deficiencies
along Harbor Boulevard during
Future Peak Wet Weather Flow
Conditions
Upsize ~ 1300 feet of six-inch mains along Harbor
Boulevard from Elmer till 27-inch trunk sewer on
Industrial Way; starting from manhole SSMH_844 to
SSMH_820 to 12-inch PVC. Assume all manholes will
need to be replaced.
6 - 1,300 - - 6 1,323,000 1300 2023-2027 Unit Costs from Tables 6-1 and 6-2 CIP-3
Capacity-Related
Mitigate Capacity Deficiencies
along Harbor Boulevard during
Future Peak Wet Weather Flow
Conditions
Upsize ~ 250 feet of six-inch main with an 8-inch PVC
from manhole SSMH_847 to SSMH_844 along Harbor
Boulevard. Assume all manholes will need to be
replaced.
6 250 - - - 1 191,000 250 2023-2027 Unit Costs from Tables 6-1 and 6-2 ConditionRelated Replace older, structurally deteriorating, 6-inch VCP pipes and reduce I/I Upsize ~ 250 feet of six-inch main with an 8-inch PVC from manhole SSMH_850 to SSMH_847 along Harbor Boulevard. Assume all manholes will need to be replaced. 6 250 - - - 3 246,000 250 2023-2027 Unit Costs from Tables 6-1 and 6-2 CIP-5 Condition- Related Replace older, structurally deteriorating, 6-inch VCP pipes and reduce I/I Upsize ~300-feet of existing 6-inch VCP to 8-inch. Install ~ 180 feet of 8-inch to connect to the 18-inch on Harbor instead of connecting to the existing 27-inch on Industrial Way. 6 480 - - - 3 395,000 480 2023-2027 Unit Costs from Tables 6-1 and 6-2 5-Yr CIP Total ($) 8,365,000 3,240
CIP-4 Condition- Related Reduce maintenance related issues.

Abandon existing ~300-feet of 6-inch VCP that is on top of 27-inch per County. Assume reconnect 5 laterals
from the abandoned 6-inch main to the new 18-inch
main on Harbor Boulevard.
6 - - - - 0 26,000 300 2028-2033 Unit Costs from Table 6-3 CIP-6 Condition- Related Address severe structural deterioration from 2017 CCTV Upsize ~300-feet of existing 6-inch VCP to 8-inch on O'Neill Ave. 6 300 - - - 1 223,000 300 2028-2033 Unit Costs from Tables 6-1 and 6-2 10-Yr CIP Total ($) 249,000 600
TOTAL 1,280 1,300 560 400 16 $8,614,000 3,8403

1. Costs are based on 2023 unit costs described in Section 6.3 and rounded to nearest thousand dollars2. HISMD shared cost amounts to approximately $320,000 based on 11% ADWF contribution. It is estimated that two manholes will need to be replaced along this alignment. 3. Total length includes 300 feet of abandoned main for CIP-4 466

FY 2024-25 Midyear Budget Review – Staff Report

STAFF REPORT
Meeting Date: February 11, 2025
Agency: City of Belmont
Staff Contact: Grace Castaneda, Finance Director, [email protected] Joanne Yung, Budget Manager, [email protected]
Agenda Title: Report on Mid-Year Financial Results as of December 31, 2024 Agenda Action: Resolution
Recommendation
Adopt resolutions amending the City of Belmont and Belmont Fire Protection District (BFPD) fiscal year (FY) 2024-25 budgets.

Strategic Focus Area
Fiscal and Organizational Sustainability
Background
Summary
 The budget continues to reflect the ongoing takeaway of key revenue sources as a result of actions taken by the State of California.
 Property tax in-lieu of VLF (VLF) continues to be underfunded by the State, and the State is taking increasing actions to take away this key revenue source. Although Belmont received its FY 2022- 23 shortfall reimbursement earlier this fiscal year, the State has not agreed to VLF reimbursements for FY 2023-24 and FY 2024-25.
 The Local 1% Sales Tax revenues are slightly lower than the adopted FY 2024-25 budget as the auto industry has shown signs of cooling off, and consumers are adjusting their spending behavior in an elevated inflationary environment. The revised estimates are consistent with long-term projections of reduced economic growth during the next few years.  Development pipeline has a notable slowdown with many large-scale market rate developments deciding to not move forward given the current market conditions which feature high interest rates, escalating construction costs, and high commercial vacancies.  While the General Fund balance in the mid-year review looks to be trending higher than the adopted FY 2024-25 budget target, it is largely due to personnel expenditure estimates that are not yet updated due to on-going labor agreement negotiations, while the budget target included merit increase assumptions based on recent trends. After the new labor agreements are finalized, personnel expenditure estimates will be recalculated and any budget augmentation requests that are needed will be presented to Council for approval at that time.  The City has been working to prepare a Storm Water Master Plan to identify critical storm drain infrastructure needs, with flooding and storms events the City must explore new revenue sources 467

FY 2024-25 Midyear Budget Review – Staff Report
to address aging sewer and storm drain infrastructure maintenance to prepare for future storms and reduce flooding.
 The City must take action to ensure long-term financial sustainability and local control over revenue sources to prevent further cuts to City services including cuts to public safety, parks and public works, and other services.

Community Engagement
In the most recent Your Voice, Your Belmont community survey in 2022, approximately 1,000 residents participated, identifying the following City service priorities:
 Maintaining storm drains, reducing flooding, debris and pollution in City streets,  Fixing potholes and repairing streets and sidewalks,
 Maintaining 911 emergency response times,
 Keeping public areas healthy safe and clean, and
 Maintaining senior services including health, nutrition and transportation programs.

In keeping with the Belmont tradition of resident engagement, the Your Voice, Your Belmont survey is targeted for an update in the coming months, capturing our community’s evolving needs and ensuring these needs continue to be reflected in our budgeting process. Staff will keep the public and City Council apprised of updated survey results.

Analysis
The City prepares a mid-year review annually, analyzing the current budget at the six-month midpoint.

The mid-year review serves to discuss the financial results of the organization from July through December and suggests corrective actions in the event expectations differ from results. This year’s midyear review provides important details on the City’s financial status and includes the components outlined below.

Mid-Year Budget Presentation
The mid-year budget presentation summarizes year-to-date financial results, major revenue trends, fund balance forecasts, and an overview of financial challenges facing the City.

Summary Overview
 General Fund balance is trending higher than budget target, but personnel expenditure estimates are not yet updated due to on-going labor agreement negotiations. The General Fund ended December 31, 2024 with an unaudited fund balance of $33.6 million, excluding estimated fund transfers of $5 million, which will be accounted for at the end of the fiscal year. By comparison, the General Fund balance was $29.4 million on December 31, 2023, excluding fund transfers. However, the fund balance increase is largely due to personnel expenditure estimates that are not yet updated, as discussed in more detail below.  Revenues are relatively flat. General Fund revenues were $15.3 million at the six-month 468